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- The Overseas Coastal Area Development Institute of Japan
3-2-4 Kasumigaseki, Chiyoda-ku, Tokyo, 100-0013, Japan
Copyright © 2002 by The Overseas Coastal Area Development Institute of Japan
Printed by Daikousha Printing Co., Ltd.
All rights reserved. No part of this publication may be reproduced, stored in a retrieval systems,
transmitted in any form or by any means, electric, mechanical, photocopying, recording or otherwise,
without the prior written permission of the publisher.
Original Japanese language edition published by the Japan Ports and Harbours Association.
Printed in Japan
- PREFACE
Preface
This book is a translation of the major portion of the Technical Standards and Commentaries of Port
and Harbour Facilities in Japan (1999 edition) published by the Japan Port and Harbour Association,
stipulated by the Ordinance of the Minister of Transport, which was issued in April 1999. The translation
covers about two thirds of the Japanese edition.
Japanese islands have a long extension of coastline, measuring about 34,000 km, for the total land area
of some 380,000 square kilometers. Throughout her history, Japan has depended on the ports and harbors
on daily living and prosperity of people there. Japan did not develop extensive inland canal systems as
found in the European Continent because of its mountainous geography, but rather produced many harbors
and havens along its coastline in the past. Today, the number of officially designated commercial ports and
harbors amounts to about 1,100 and the number of fishing ports exceeds 3,000.
After 220 years of isolation from the world civilization from the 17th to 19th centuries, Japan began to
modernize its society and civilization rapidly after the Meiji revolution in 1868. Modern technology of port
and harbor engineering has been introduced by distinguished engineers from abroad and learned by many
ambitious and capable young engineers in Japan. Ports of Yokohama, Kobe, and others began to
accommodate large ocean-going vessels in the late 19th century as the Japanese economy had shown a
rapid growth.
Japanese engineers had drafted an engineering manual on design and construction of port and harbor
facilities as early as in 1943. The manual was revised in 1959 with inclusion of new technology such as
those of coastal engineering and geotechnical engineering, which were developed during the Second
World War or just before it. The Japanese economy that was utterly destroyed by the war had begun to
rebuild itself rapidly after the 1950s. There were so many demands for the expansion of port and harbor
facilities throughout Japan. Engineers were urged to design and construct facilities after facilities. Japan
has built the breakwaters and the quays with the rate of about 20,000 meters each per year throughout the
1960s, 1970s, and 1980s.
Such a feat of port development was made possible with provision of sound engineering manuals. The
Ministry of Land, Infrastructure and Transport (formerly the Ministry of Transport up to January 2001)
which was responsible for port development and operation, revised the basic law on ports and harbors in
1974 so as to take responsibility for provision of technical standards for design, construction, and
maintenance of port and harbor facilities. The first official technical standards and commentaries for port
and harbor facilities were issued in 1979, and published by the Japan Port and Harbour Association for
general use. The technical standards were prepared by a technical committee composed of government
engineers within the former Ministry of Transport, including members of the Port and Harbour Research
Institute and several District Port Construction Bureaus that were responsible for design and construction
in the field. Its English version was published by the Overseas Coastal Area Development Institute in
1980, but it introduced only the skeleton of the Japanese version without giving the details.
The Technical Standards and Commentaries for Port and Harbor Facilities in Japan have been revised
in 1988 and 1999, each time incorporating new technological developments. The present English
translation endeavors to introduce the newest edition of 1999 to the port and harbor engineers overseas. It
is a direct translation of essential parts of Japanese edition. Many phrases and expressions reflect the
customary, regulatory writings in Japanese, which are often awkward in English. Some sentences after
translation may not be fluent enough and give troubles for decipher. The editors in charge of translation
request the readers for patience and generosity in their efforts for understanding Japanese technology in
port and harbor engineering.
With the globalization in every aspect of human activities, indigenous practices and customs are forced
to comply with the world standards. Technology by definition is supposed to be universal. Nevertheless,
each country has developed its own specialty to suit its local conditions. The overseas readers may find
some of Japanese technical standards strange and difficult for adoption for their usage. Such conflicts in
technology are the starting points for mutual understanding and further developments in the future. The
editors wish wholeheartedly this English version of Japanese technical standards be welcomed by the
overseas colleagues and serve for the advancement of port and harbor technology in the world.
January 2002
Y. Goda, T. Tabata and S. Yamamoto
Editors for translation version
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- TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN
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- CONTENTS
CONTENTS
Preface
Part I General
Chapter 1 General Rules .................................................................................................................................................1
1.1 Scope of Application .............................................................................................................................1
1.2 Definitions ...............................................................................................................................................2
1.3 Usage of SI Units ...................................................................................................................................2
Chapter 2 Datum Level for Construction Work .........................................................................................................4
Chapter 3 Maintenance ....................................................................................................................................................5
Part II Design Conditions
Chapter 1 General .............................................................................................................................................................7
Chapter 2 Vessels ..............................................................................................................................................................9
2.1 Dimensions of Target Vessel ...............................................................................................................9
2.2 External Forces Generated by Vessels ...........................................................................................16
2.2.1 General .....................................................................................................................................16
2.2.2 Berthing.....................................................................................................................................16
[1] Berthing Energy..................................................................................................................16
[2] Berthing Velocity ................................................................................................................17
[3] Eccentricity Factor..............................................................................................................20
[4] Virtual Mass Factor ............................................................................................................21
2.2.3 Moored Vessels .......................................................................................................................22
[1] Motions of Moored Vessel..................................................................................................22
[2] Waves Acting on Vessel.....................................................................................................22
[3] Wind Load Acting on Vessel ..............................................................................................23
[4] Current Forces Acting on Vessel........................................................................................24
[5] Load-Deflection Characteristics of Mooring System ..........................................................25
2.2.4 Tractive Force Acting on Mooring Post and Bollard..................................................................25
Chapter 3 Wind and Wind Pressure ..........................................................................................................................28
3.1 General..................................................................................................................................................28
3.2 Wind .......................................................................................................................................................29
3.3 Wind Pressure......................................................................................................................................30
Chapter 4 Waves ..............................................................................................................................................................32
4.1 General..................................................................................................................................................32
4.1.1 Procedure for Determining the Waves Used in Design.............................................................32
4.1.2 Waves to Be Used in Design ....................................................................................................32
4.1.3 Properties of Waves..................................................................................................................33
[1] Fundamental Properties of Waves .....................................................................................33
[2] Statistical Properties of Waves...........................................................................................37
[3] Wave Spectrum..................................................................................................................38
4.2 Method of Determining Wave Conditions to Be Used in Design .................................................40
4.2.1 Principles for Determining the Deepwater Waves Used in Design ...........................................40
4.2.2 Procedure for Obtaining the Parameters of Design Waves ......................................................41
4.3 Wave Hindcasting................................................................................................................................42
4.3.1 General .....................................................................................................................................42
4.3.2 Wave Hindcasting in Generating Area ......................................................................................42
4.3.3 Swell Hindcasting......................................................................................................................46
4.4 Statistical Processing of Wave Observation and Hindcasted Data .............................................47
4.5 Transformations of Waves .................................................................................................................49
4.5.1 General .....................................................................................................................................49
4.5.2 Wave Refraction........................................................................................................................49
4.5.3 Wave Diffraction........................................................................................................................52
[1] Diffraction ...........................................................................................................................52
[2] Combination of Diffraction and Refraction..........................................................................69
4.5.4 Wave Reflection ........................................................................................................................70
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- TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN
[1] General .............................................................................................................................. 70
[2] Reflection Coefficient ......................................................................................................... 71
[3] Transformation of Waves at Concave Corners, near the Heads of Breakwaters,
and around Detached Breakwaters ................................................................................... 72
4.5.5 Wave Shoaling.......................................................................................................................... 74
4.5.6 Wave Breaking ......................................................................................................................... 75
4.6 Wave Runup, Overtopping, and Transmission............................................................................... 80
4.6.1 Wave Runup ............................................................................................................................. 80
4.6.2 Wave Overtopping .................................................................................................................... 84
4.6.3 Wave Transmission .................................................................................................................. 90
4.7 Wave Setup and Surf Beat ................................................................................................................ 91
4.7.1 Wave Setup .............................................................................................................................. 91
4.7.2 Surf Beat................................................................................................................................... 92
4.8 Long-Period Waves and Seiche ....................................................................................................... 93
4.9 Waves inside Harbors ........................................................................................................................ 94
4.9.1 Calmness and Disturbances..................................................................................................... 94
4.9.2 Evaluation of Harbor Calmness ................................................................................................ 94
4.10 Ship Waves .......................................................................................................................................... 94
Chapter 5 Wave Force ................................................................................................................................................. 100
5.1 General ............................................................................................................................................... 100
5.2 Wave Force Acting on Upright Wall ............................................................................................... 100
5.2.1 General Considerations .......................................................................................................... 100
5.2.2 Wave Forces of Standing and Breaking Waves ..................................................................... 101
[1] Wave Force under Wave Crest........................................................................................ 101
[2] Wave Force under Wave Trough..................................................................................... 105
5.2.3 Impulsive Pressure Due to Breaking Waves .......................................................................... 106
5.2.4 Wave Force on Upright Wall Covered with Wave-Dissipating Concrete Blocks..................... 109
5.2.5 Effect of Alignment of Breakwater on Wave Force ................................................................. 110
5.2.6 Effect of Abrupt Change in Water Depth on Wave Force ....................................................... 110
5.2.7 Wave Force on Upright Wall near Shoreline or on Shore........................................................111
[1] Wave Force at the Seaward Side of Shoreline .................................................................111
[2] Wave Force at the Landward Side of Shoreline ...............................................................111
5.2.8 Wave Force on Upright Wave-Absorbing Caisson ..................................................................111
5.3 Mass of Armor Stones and Concrete Blocks ................................................................................ 112
5.3.1 Armor Units on Slope.............................................................................................................. 112
5.3.2 Armor Units on Foundation Mound of Composite Breakwater ............................................... 117
5.4 Wave Forces Acting on Cylindrical Members and Large Isolated Structures ......................... 119
5.4.1 Wave Force on Cylindrical Members...................................................................................... 119
5.4.2 Wave Force on Large Isolated Structure ................................................................................ 121
5.5 Wave Force Acting on Structure Located near the Still Water Level........................................ 122
5.5.1 Uplift Acting on Horizontal Plate near the Still Water Level .................................................... 122
Chapter 6 Tides and Abnormal Water Levels....................................................................................................... 127
6.1 Design Water Level........................................................................................................................... 127
6.2 Astronomical Tide ............................................................................................................................. 128
6.3 Storm Surge ....................................................................................................................................... 128
6.4 Tsunami .............................................................................................................................................. 130
6.5 Seiche ................................................................................................................................................. 133
6.6 Groundwater Level and Permeation .............................................................................................. 135
Chapter 7 Currents and Current Force ................................................................................................................... 138
7.1 General ............................................................................................................................................... 138
7.2 Current Forces Acting on Submerged Members and Structures .............................................. 138
7.3 Mass of Armor Stones and Concrete Blocks against Currents ................................................. 140
Chapter 8 External Forces Acting on Floating Body and Its Motions ........................................................... 142
8.1 General ............................................................................................................................................... 142
8.2 External Forces Acting on Floating Body ...................................................................................... 143
8.3 Motions of Floating Body and Mooring Force ............................................................................... 145
Chapter 9 Estuarine Hydraulics ................................................................................................................................ 148
9.1 General ............................................................................................................................................... 148
Chapter 10 Littoral Drift .................................................................................................................................................. 154
10.1 General ............................................................................................................................................... 154
10.2 Scouring around Structures ............................................................................................................. 161
10.3 Prediction of Beach Deformation .................................................................................................... 163
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- CONTENTS
Chapter 11 Subsoil ...........................................................................................................................................................167
11.1 Method of Determining Geotechnical Conditions .........................................................................167
11.1.1 Principles.................................................................................................................................167
11.1.2 Selection of Soil Investigation Methods ..................................................................................168
11.1.3 Standard Penetration Test ......................................................................................................168
11.2 Physical Properties of Soils .............................................................................................................168
11.2.1 Unit Weight of Soil...................................................................................................................168
11.2.2 Classification of Soils ..............................................................................................................169
11.2.3 Coefficient of Permeability of Soil ...........................................................................................169
11.3 Mechanical Properties of Soils ........................................................................................................170
11.3.1 Elastic Constants ....................................................................................................................170
11.3.2 Consolidation Properties .........................................................................................................170
11.3.3 Shear Properties .....................................................................................................................173
11.4 Angle of Internal Friction by N-value ..............................................................................................175
11.5 Application of Soundings Other Than SPT....................................................................................176
11.6 Dynamic Properties of Soils .............................................................................................................178
11.6.1 Dynamic Modulus of Deformation ...........................................................................................178
11.6.2 Dynamic Strength Properties ..................................................................................................180
Chapter 12 Earthquakes and Seismic Force ...........................................................................................................182
12.1 General................................................................................................................................................182
12.2 Earthquake Resistance of Port and Harbor Facilities in Design ................................................182
12.3 Seismic Coefficient Method .............................................................................................................184
12.4 Design Seismic Coefficient ..............................................................................................................184
12.5 Seismic Response Analysis .............................................................................................................190
12.6 Seismic Deformation Method ..........................................................................................................192
Chapter 13 Liquefaction .................................................................................................................................................195
13.1 General................................................................................................................................................195
13.2 Prediction of Liquefaction .................................................................................................................195
13.3 Countermeasures against Liquefaction .........................................................................................199
Chapter 14 Earth Pressure and Water Pressure ...................................................................................................200
14.1 Earth Pressure ...................................................................................................................................200
14.2 Earth Pressure under Ordinary Conditions ...................................................................................200
14.2.1
Earth Pressure of Sandy Soil under Ordinary Conditions .......................................................200
14.2.2
Earth Pressure of Cohesive Soil under Ordinary Conditions ..................................................201
14.3 Earth Pressure during Earthquake .................................................................................................202
14.3.1 Earth Pressure of Sandy Soil during Earthquake....................................................................202
14.3.2 Earth Pressure of Cohesive Soil during Earthquake...............................................................204
14.3.3 Apparent Seismic Coefficient ..................................................................................................204
14.4 Water Pressure ..................................................................................................................................205
14.4.1 Residual Water Pressure ........................................................................................................205
14.4.2 Dynamic Water Pressure during Earthquake..........................................................................205
Chapter 15 Loads .............................................................................................................................................................207
15.1 General................................................................................................................................................207
15.2 Deadweight and Surcharge .............................................................................................................207
15.3 Static Load ..........................................................................................................................................207
15.3.1
Static Load under Ordinary Conditions ...................................................................................207
15.3.2
Static Load during Earthquake................................................................................................208
15.3.3
Unevenly Distributed Load ......................................................................................................208
15.3.4
Snow Load ..............................................................................................................................208
15.4 Live Load ............................................................................................................................................209
15.4.1 Train Load ...............................................................................................................................209
15.4.2 Vehicle Load ...........................................................................................................................209
15.4.3 Cargo Handling Equipment Load ............................................................................................209
15.4.4 Sidewalk Live Load .................................................................................................................209
Chapter 16 Coefficient of Friction ................................................................................................................................210
16.1 General................................................................................................................................................210
Part III Materials
Chapter 1 General ......................................................................................................................................................... 211
1.1 Selection of Materials........................................................................................................................ 211
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- TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN
1.2 Safety of Structural Elements .......................................................................................................... 211
Chapter 2 Steel ............................................................................................................................................................... 212
2.1 Materials ............................................................................................................................................. 212
2.2 Steel Meterial Constants Used in Design Calculation ................................................................. 212
2.3 Allowable Stresses ............................................................................................................................ 212
2.3.1 General ................................................................................................................................... 212
2.3.2 Structural Steel ....................................................................................................................... 212
2.3.3 Steel Piles and Steel Pipe Sheet Piles ................................................................................... 213
2.3.4 Steel Sheet Piles .................................................................................................................... 214
2.3.5 Cast Steel and Forged Steel................................................................................................... 214
2.3.6 Allowable Stresses for Steel at Welded Zones and Spliced Sections .................................... 214
2.3.7 Increase of Allowable Stresses............................................................................................... 215
2.4 Corrosion Control .............................................................................................................................. 216
2.4.1 General ................................................................................................................................... 216
2.4.2 Corrosion Rates of Steel Materials ......................................................................................... 216
2.4.3 Corrosion Control Methods..................................................................................................... 217
2.4.4 Cathodic Protection Method ................................................................................................... 217
[1] Range of Application........................................................................................................ 217
[2] Protective Potential .......................................................................................................... 218
[3] Protective Current Density ............................................................................................... 219
2.4.5 Coating Method ...................................................................................................................... 220
[1] Extent of Application ........................................................................................................ 220
[2] Applicable Methods.......................................................................................................... 220
[3] Selection of Method ......................................................................................................... 220
Chapter 3 Concrete ....................................................................................................................................................... 221
3.1 General ............................................................................................................................................... 221
3.2 Basics of Design Based on the Limit State Design Method ....................................................... 221
3.3 Design Based on Allowable Stress Method .................................................................................. 223
3.4 Concrete Materials ............................................................................................................................ 224
3.5 Concrete Quality and Performance ................................................................................................ 225
3.6 Underwater Concrete ....................................................................................................................... 227
Chapter 4 Bituminous Materials ................................................................................................................................ 228
4.1 General ............................................................................................................................................... 228
4.2 Asphalt Mat ........................................................................................................................................ 228
4.2.1 General ................................................................................................................................... 228
4.2.2 Materials ................................................................................................................................. 228
4.2.3 Mix Proportioning.................................................................................................................... 229
4.3 Paving Materials ................................................................................................................................ 229
4.4 Sand Mastic Asphalt ......................................................................................................................... 229
4.4.1 General ................................................................................................................................... 229
4.4.2 Materials ................................................................................................................................. 230
4.4.3 Mix Proportioning.................................................................................................................... 230
Chapter 5 Stone ............................................................................................................................................................. 231
5.1 General ............................................................................................................................................... 231
5.2 Rubble for Foundation ...................................................................................................................... 231
5.3 Backfilling Materials .......................................................................................................................... 231
5.4 Base Course Materials of Pavement ............................................................................................. 232
Chapter 6 Timber ........................................................................................................................................................... 233
6.1 Quality of Timber ............................................................................................................................... 233
6.1.1 Structural Timber .................................................................................................................... 233
6.1.2 Timber Piles............................................................................................................................ 233
6.2 Allowable Stresses of Timber .......................................................................................................... 233
6.2.1 General ................................................................................................................................... 233
6.2.2 Allowable Stresses of Structural Timber ................................................................................. 233
6.3 Quality of Glued Laminated Timber ............................................................................................... 233
6.3.1 Allowable Stress for Glued Laminated Timber ....................................................................... 233
6.4 Joining of Timber ............................................................................................................................... 233
6.5 Maintenance of Timber..................................................................................................................... 233
Chapter 7 Other Materials ........................................................................................................................................... 234
7.1 Metals Other Than Steel .................................................................................................................. 234
7.2 Plastics and Rubbers ........................................................................................................................ 234
7.3 Coating Materials .............................................................................................................................. 236
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7.4 Grouting Materials .............................................................................................................................237
7.4.1 General ...................................................................................................................................237
7.4.2 Properties of Grouting Materials .............................................................................................237
Chapter 8 Recyclable Resources .............................................................................................................................238
8.1 General................................................................................................................................................238
8.2 Slag ......................................................................................................................................................238
8.3 Coal Ash..............................................................................................................................................239
8.4 Crashed Concrete .............................................................................................................................240
Part IV Precast Concrete Units
Chapter 1 Caissons .......................................................................................................................................................241
1.1 General................................................................................................................................................241
1.2 Determination of Dimensions ..........................................................................................................242
1.3 Floating Stability ................................................................................................................................242
1.4 Design External Forces ....................................................................................................................243
1.4.1 Combination of Loads and Load Factors ................................................................................243
1.4.2 External Forces during Fabrication .........................................................................................249
1.4.3 External Forces during Launching and Floating......................................................................249
1.4.4 External Forces during Installation..........................................................................................250
1.4.5 External Forces after Construction..........................................................................................250
[1] Outer Walls.......................................................................................................................250
[2] Bottom Slab......................................................................................................................251
[3] Partition Walls and Others................................................................................................253
1.5 Design of Members ...........................................................................................................................254
1.5.1 Outer Wall ...............................................................................................................................254
1.5.2 Partition Wall ...........................................................................................................................254
1.5.3 Bottom Slab.............................................................................................................................254
1.5.4 Others .....................................................................................................................................255
1.6 Design of Hooks for Suspension by Crane ...................................................................................255
Chapter 2 L-Shaped Blocks ........................................................................................................................................256
2.1 General................................................................................................................................................256
2.2 Determination of Dimensions ..........................................................................................................256
2.3 Loads Acting on Members ...............................................................................................................257
2.3.1 General ...................................................................................................................................257
2.3.2 Earth Pressure ........................................................................................................................258
2.3.3 Converted Loads for Design Calculation.................................................................................258
2.4 Design of Members ...........................................................................................................................259
2.4.1 Front Wall................................................................................................................................259
2.4.2 Footing ....................................................................................................................................259
2.4.3 Bottom Slab.............................................................................................................................259
2.4.4 Buttress ...................................................................................................................................260
2.5 Design of Hooks for Suspension by Crane ...................................................................................260
Chapter 3 Cellular Blocks ............................................................................................................................................261
3.1 General................................................................................................................................................261
3.2 Determination of Dimensions ..........................................................................................................261
3.2.1 Shape of Cellular Blocks .........................................................................................................261
3.2.2 Determination of Dimensions ..................................................................................................261
3.3 Loads Acting on Cellular Blocks......................................................................................................262
3.3.1 General ...................................................................................................................................262
3.3.2 Earth Pressure of Filling and Residual Water Pressure..........................................................262
3.3.3 Converted Loads for Design Calculation.................................................................................264
3.4 Design of Members ...........................................................................................................................264
3.4.1 Rectangular Cellular Blocks ....................................................................................................264
3.4.2 Other Types of Cellular Blocks................................................................................................265
Chapter 4 Upright Wave-Absorbing Caissons ......................................................................................................267
4.1 General................................................................................................................................................267
4.2 External Forces Acting on Members ..............................................................................................267
4.3 Design of Members ...........................................................................................................................269
Chapter 5 Hybrid Caissons .........................................................................................................................................270
5.1 General................................................................................................................................................270
5.2 Determination of Dimensions ..........................................................................................................270
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- TECHNICAL STANDARDS AND COMMENTARIES FOR PORT AND HARBOUR FACILITIES IN JAPAN
5.3 Design External Forces .................................................................................................................... 271
5.4 Design of Members ........................................................................................................................... 271
5.4.1 Section Force.......................................................................................................................... 271
5.4.2 Design of Composite Slabs .................................................................................................... 271
5.4.3 Design of SRC Members ........................................................................................................ 271
5.4.4 Design of Partitions................................................................................................................. 271
5.4.5 Design of Corners and Joints ................................................................................................. 271
5.4.6 Safety against Fatigue Failure ................................................................................................ 272
5.5 Corrosion Control .............................................................................................................................. 272
Part V Foundations
Chapter 1 General ......................................................................................................................................................... 273
Chapter 2 Bearing Capacity of Shallow Foundations ........................................................................................ 274
2.1 General ............................................................................................................................................... 274
2.2 Bearing Capacity of Foundation on Sandy Ground ..................................................................... 274
2.3 Bearing Capacity of Foundation on Clayey Ground .................................................................... 275
2.4 Bearing Capacity of Multilayered Ground ..................................................................................... 276
2.5 Bearing Capacity for Eccentric and Inclined Loads ..................................................................... 277
Chapter 3 Bearing Capacity of Deep Foundations ............................................................................................. 280
3.1 General ............................................................................................................................................... 280
3.2 Vertical Bearing Capacity................................................................................................................. 280
3.3 Lateral Bearing Capacity .................................................................................................................. 281
Chapter 4 Bearing Capacity of Pile Foundations ................................................................................................ 284
4.1 Allowable Axial Bearing Capacity of Piles ..................................................................................... 284
4.1.1 General ................................................................................................................................... 284
4.1.2 Standard Allowable Axial Bearing Capacity............................................................................ 284
4.1.3 Ultimate Axial Bearing Capacity of Single Piles...................................................................... 285
4.1.4 Estimation of Ultimate Axial Bearing Capacity by Loading Tests ........................................... 285
4.1.5 Estimation of Ultimate Axial Bearing Capacity by Static Bearing Capacity Formulas ............ 286
4.1.6 Examination of Compressive Stress of Pile Materials ............................................................ 288
4.1.7 Decrease of Bearing Capacity Due to Joints .......................................................................... 288
4.1.8 Decrease of Bearing Capacity Due to Slenderness Ratio ...................................................... 288
4.1.9 Bearing Capacity of Pile Group .............................................................................................. 288
4.1.10 Examination of Negative Skin Friction .................................................................................... 290
4.1.11 Examination of Settlement of Piles ......................................................................................... 291
4.2 Allowable Pulling Resistance of Piles ............................................................................................ 291
4.2.1 General ................................................................................................................................... 291
4.2.2 Standard Allowable Pulling Resistance .................................................................................. 292
4.2.3 Maximum Pulling Resistance of Single Pile............................................................................ 292
4.2.4 Examination of Tensile Stress of Pile Materials...................................................................... 293
4.2.5 Matters to Be Considered for Obtaining Allowable Pulling Resistance of Piles...................... 293
4.3 Allowable Lateral Bearing Capacity of Piles ................................................................................. 293
4.3.1 General ................................................................................................................................... 293
4.3.2 Estimation of Allowable Lateral Bearing Capacity of Piles ..................................................... 295
4.3.3 Estimation of Pile Behavior Using Loading Tests ................................................................... 295
4.3.4 Estimation of Pile Behavior Using Analytical Methods ........................................................... 295
4.3.5 Consideration of Pile Group Action......................................................................................... 301
4.3.6 Lateral Bearing Capacity of Coupled Piles ............................................................................. 301
4.4 Pile Design in General ...................................................................................................................... 304
4.4.1 Load Sharing .......................................................................................................................... 304
4.4.2 Load Distribution..................................................................................................................... 305
4.4.3 Distance between Centers of Piles......................................................................................... 305
4.4.4 Allowable Stresses for Pile Materials...................................................................................... 305
4.5 Detailed Design ................................................................................................................................. 306
4.5.1 Examination of Loads during Construction ............................................................................. 306
4.5.2 Design of Joints between Piles and Structure ........................................................................ 307
4.5.3 Joints of Piles.......................................................................................................................... 308
4.5.4 Change of Plate Thickness or Materials of Steel Pipe Piles................................................... 308
4.5.5 Other Points for Caution in Design ......................................................................................... 308
Chapter 5 Settlement of Foundations ..................................................................................................................... 310
5.1 Stress in Soil Mass ........................................................................................................................... 310
5.2 Immediate Settlement....................................................................................................................... 310
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5.3 Consolidation Settlement .................................................................................................................310
5.4 Lateral Displacement ........................................................................................................................312
5.5 Differential Settlements ....................................................................................................................312
Chapter 6 Stability of Slopes ......................................................................................................................................314
6.1 General................................................................................................................................................314
6.2 Stability Analysis ................................................................................................................................315
6.2.1 Stability Analysis Using Circular Slip Surface Method ............................................................315
6.2.2 Stability Analysis Assuming Slip Surfaces Other Than Circular Arc Slip Surface...................316
Chapter 7 Soil Improvement Methods .....................................................................................................................318
7.1 General................................................................................................................................................318
7.2 Replacement Method ........................................................................................................................318
7.3 Vertical Drain Method .......................................................................................................................318
7.3.1
Principle of Design ..................................................................................................................318
7.3.2
Determination of Height and Width of Fill................................................................................319
[1] Height and Width of Fill Required for Soil Improvement ..................................................319
[2] Height and Width of Fill Required for Stability of Fill Embankment ..................................319
7.3.3 Design of Drain Piles...............................................................................................................319
[1] Drain Piles and Sand Mat.................................................................................................319
[2] Interval of Drain Piles .......................................................................................................320
7.4 Deep Mixing Method .........................................................................................................................322
7.4.1 Principle of Design ..................................................................................................................322
[1] Scope of Application.........................................................................................................322
[2] Basic Concept ..................................................................................................................323
7.4.2 Assumptions for Dimensions of Stabilized Body.....................................................................323
[1] Mixture Design of Stabilized Soil......................................................................................323
[2] Allowable Stress of Stabilized Body .................................................................................324
7.4.3 Calculation of External Forces ................................................................................................325
7.5 Lightweight Treated Soil Method ....................................................................................................326
7.5.1 Outline of Lightweight Treated Soil Method ............................................................................326
7.5.2 Basic Design Concept.............................................................................................................326
7.5.3 Mixture Design of Treated Soil................................................................................................327
7.5.4 Examination of Area to Be Treated .........................................................................................328
7.5.5 Workability Verification Tests ..................................................................................................328
7.6 Replacement Method with Granulated Blast Furnace Slag ........................................................328
7.6.1 Principle of Design ..................................................................................................................328
7.6.2 Physical Properties of Granulated Blast Furnace Slag ...........................................................328
7.7 Premixing Method..............................................................................................................................329
7.7.1 Principle of Design ..................................................................................................................329
[1] Scope of Application.........................................................................................................329
[2] Consideration for Design..................................................................................................329
7.7.2 Preliminary Survey ..................................................................................................................329
7.7.3 Determination of Strength of Treated Soil...............................................................................330
7.7.4 Mixture Design of Treated Soil................................................................................................330
7.7.5 Examination of Area of Improvement......................................................................................331
7.8 Active Earth Pressure of Solidified Geotechnical Materials........................................................333
7.8.1 Scope of Application ...............................................................................................................333
7.8.2 Active Earth Pressure .............................................................................................................333
[1] Outline ..............................................................................................................................333
[2] Strength Parameters ........................................................................................................334
[3] Calculation of Active Earth Pressure................................................................................334
[4] Case of Limited Area of Subsoil Improvement .................................................................335
7.9 Sand Compaction Pile Method (for Sandy Subsoil) .....................................................................336
7.9.1 Principle of Design ..................................................................................................................336
7.9.2 Sand Volume to Be Supplied ..................................................................................................336
7.9.3 Design Based on Trial Execution ............................................................................................338
7.10 Sand Compaction Pile Method (for Cohesive Subsoil) ...............................................................339
7.10.1 Principle of Design ..................................................................................................................339
[1] Scope of Application.........................................................................................................339
[2] Basic Concept ..................................................................................................................339
7.10.2 Strength and Permeability of Sand Piles.................................................................................339
7.10.3 Shear Strength of Improved Subsoil .......................................................................................339
7.10.4 Stability Analysis .....................................................................................................................340
7.10.5 Examining Consolidation.........................................................................................................341
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Part VI Navigation Channels and Basins
Chapter 1 General ......................................................................................................................................................... 345
Chapter 2 Navigation Channels ................................................................................................................................ 346
2.1 General ............................................................................................................................................... 346
2.2 Alignment of Navigation Channel .................................................................................................. 346
2.3 Width of Navigation Channel ........................................................................................................... 347
2.4 Depth of Navigation Channel .......................................................................................................... 348
2.5 Length of Navigation Channel at Harbor Entrance ...................................................................... 348
2.6 Calmness of Navigation Channel ................................................................................................... 348
Chapter 3 Navigation Channels outside Breakwaters ....................................................................................... 350
3.1 General ............................................................................................................................................... 350
3.2 Width of Navigation Channel ........................................................................................................... 350
3.3 Depth of Navigation Channel .......................................................................................................... 350
Chapter 4 Basins............................................................................................................................................................ 351
4.1 General ............................................................................................................................................... 351
4.2 Location and Area of Basin ............................................................................................................. 351
4.2.1 Location .................................................................................................................................. 351
4.2.2 Area of Basin Used for Anchorage or Mooring ....................................................................... 351
4.2.3 Area of Basin Used for Ship Maneuvering.............................................................................. 352
[1] Turning Basin................................................................................................................... 352
[2] Mooring / Unmooring Basin ............................................................................................. 353
4.3 Depth of Basin ................................................................................................................................... 353
4.4 Calmness of Basin ............................................................................................................................ 353
4.5 Timber Sorting Pond ......................................................................................................................... 354
Chapter 5 Small Craft Basins ..................................................................................................................................... 355
Chapter 6 Maintenance of Navigation Channels and Basins .......................................................................... 355
6.1 General ............................................................................................................................................... 355
Part VII Protective Facilities for Harbors
Chapter 1 General ......................................................................................................................................................... 357
1.1 General Consideration ..................................................................................................................... 357
1.2 Maintenance....................................................................................................................................... 357
Chapter 2 Breakwaters ................................................................................................................................................ 358
2.1 General ............................................................................................................................................... 358
2.2 Layout of Breakwaters ...................................................................................................................... 358
2.3 Design Conditions of Breakwaters ................................................................................................. 359
2.4 Selection of Structural Types .......................................................................................................... 359
2.5 Determination of Cross Section ...................................................................................................... 362
2.5.1 Upright Breakwater ................................................................................................................. 362
2.5.2 Composite Breakwater ........................................................................................................... 363
2.5.3 Sloping Breakwater................................................................................................................. 363
2.5.4 Caisson Type Breakwater Covered with Wave-Dissipating Concrete Blocks ........................ 364
2.6 External Forces for Stability Calculation ........................................................................................ 364
2.6.1 General ................................................................................................................................... 364
2.6.2 Wave Forces........................................................................................................................... 365
2.6.3 Hydrostatic Pressure .............................................................................................................. 365
2.6.4 Buoyancy ................................................................................................................................ 365
2.6.5 Deadweight............................................................................................................................. 365
2.6.6 Stability during Earthuakes ..................................................................................................... 365
2.7 Stability Calculation........................................................................................................................... 365
2.7.1 Stability Calculation of Upright Section................................................................................... 365
2.7.2 Stability Calculation of Sloping Section .................................................................................. 369
2.7.3 Stability Calculation of Whole Section .................................................................................... 369
2.7.4 Stability Calculation for Head and Corner of Breakwater ....................................................... 369
2.8 Details of Structures ......................................................................................................................... 370
2.8.1 Upright Breakwater ................................................................................................................. 370
2.8.2 Composite Breakwater ........................................................................................................... 371
2.8.3 Sloping Breakwater................................................................................................................. 372
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2.8.4 Caisson Type Breakwater Covered with Wave-Dissipating Concrete Blocks.........................372
2.9 Detailed Design of Upright Section .................................................................................................372
2.10 Breakwaters for Timber-Handling Facilities ..................................................................................372
2.10.1
Breakwaters for Timber Storage Ponds and Timber Sorting Ponds .......................................372
2.10.2
Fences to Prevent Timber Drifting ..........................................................................................373
2.11 Storm Surge Protection Breakwater ...............................................................................................373
2.12 Tsunami Protection Breakwater ......................................................................................................373
Chapter 3 Other Types of Breakwaters ..................................................................................................................376
3.1 Selection of Structural Type .............................................................................................................376
3.2 Gravity Type Special Breakwaters..................................................................................................377
3.2.1 General ...................................................................................................................................377
3.2.2 Upright Wave-Absorbing Block Breakwater ............................................................................378
[1] General.............................................................................................................................378
[2] Crest Elevation .................................................................................................................378
[3] Wave Force ......................................................................................................................379
3.2.3 Wave-Absorbing Caisson Breakwater ....................................................................................379
[1] General.............................................................................................................................379
[2] Determination of Target Waves to Be Absorbed..............................................................380
[3] Determination of Dimensions for Wave-Absorbing Section .............................................380
[4] Wave Force for Examination of Structural Stability ..........................................................380
[5] Wave Force for Design of Structural Members ................................................................380
3.2.4 Sloping-Top Caisson Breakwater............................................................................................380
[1] General.............................................................................................................................380
[2] Wave Force ......................................................................................................................381
3.3 Non-Gravity Type Breakwaters .......................................................................................................382
3.3.1 Curtain Wall Breakwater .........................................................................................................382
[1] General.............................................................................................................................382
[2] Wave Force ......................................................................................................................384
[3] Design of Piles .................................................................................................................384
3.3.2 Floating Breakwater ................................................................................................................384
[1] General.............................................................................................................................384
[2] Selection of Design Conditions ........................................................................................385
[3] Design of Mooring System ...............................................................................................385
[4] Design of Floating Body Structure....................................................................................386
Chapter 4 Locks..............................................................................................................................................................388
4.1 Selection of Location .........................................................................................................................388
4.2 Size and Layout of Lock ...................................................................................................................388
4.3 Selection of Structural Type .............................................................................................................389
4.3.1 Gate ........................................................................................................................................389
4.3.2 Lock Chamber.........................................................................................................................389
4.4 External Forces and Loads Acting on Lock...................................................................................389
4.5 Pumping and Drainage System ......................................................................................................389
4.6 Auxiliary Facilities ..............................................................................................................................389
Chapter 5 Facilities to Prevent Shoaling and Siltation .......................................................................................390
5.1 General................................................................................................................................................390
5.2 Jetty .....................................................................................................................................................390
5.2.1 Layout of Jetty.........................................................................................................................390
5.2.2 Details of Jetty.........................................................................................................................391
5.3 Group of Groins .................................................................................................................................392
5.4 Training Jetties ...................................................................................................................................392
5.4.1 Layout of Training Jetties ........................................................................................................392
5.4.2 Water Depth at Tip of Training Jetty .......................................................................................393
5.4.3 Structure of Training Jetty .......................................................................................................393
5.5 Facilities to Trap Littoral Transport and Sediment Flowing out of Rivers .................................393
5.6 Countermeasures against Wind-Blown Sand ...............................................................................394
5.6.1 General ...................................................................................................................................394
5.6.2 Selection of Countermeasures................................................................................................394
Chapter 6 Revetments ..................................................................................................................................................396
6.1 Principle of Design ............................................................................................................................396
6.2 Design Conditions .............................................................................................................................396
6.3 Structural Stability..............................................................................................................................398
6.4 Determination of Cross Section ......................................................................................................398
6.5 Details..................................................................................................................................................398
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Part VIII Mooring Facilities
Chapter 1 General ......................................................................................................................................................... 401
1.1 General Consideration ..................................................................................................................... 401
1.2 Maintenance of Mooring Facilities .................................................................................................. 401
Chapter 2 Dimensions of Mooring Facilities.......................................................................................................... 402
2.1 Length and Water Depth of Berths ................................................................................................. 402
2.2 Crown Heights of Mooring Facilities............................................................................................... 405
2.3 Ship Clearance for Mooring Facilities ............................................................................................ 405
2.4 Design Water Depth ......................................................................................................................... 405
2.5 Protection against Scouring............................................................................................................. 406
2.6 Ancillary Facilities .............................................................................................................................. 406
Chapter 3 Structural Types of Mooring Facilities ................................................................................................ 407
Chapter 4 Gravity Type Quaywalls .......................................................................................................................... 408
4.1 Principle of Design ............................................................................................................................ 408
4.2 External Forces and Loads Acting on Walls ................................................................................. 408
4.3 Stability Calculations......................................................................................................................... 410
4.3.1 Items to Be Considered in Stability Calculations .................................................................... 410
4.3.2 Examination against Sliding of Wall........................................................................................ 410
4.3.3 Examination Concerning Bearing Capacity of Foundation ..................................................... 411
4.3.4 Examination Concerning Overturning of Wall......................................................................... 411
4.3.5 Examination on Soft Foundation............................................................................................. 411
4.4 Stability Calculations of Cellular Concrete Blocks ....................................................................... 412
4.5 Effects of Backfill ............................................................................................................................... 413
4.6 Detailed Design ................................................................................................................................. 414
Chapter 5 Sheet Pile Quaywalls ............................................................................................................................... 415
5.1 General ............................................................................................................................................... 415
5.2 External Forces Acting on Sheet Pile Wall ................................................................................... 415
5.2.1 External Forces to Be Considered.......................................................................................... 415
5.3 Design of Sheet Pile Wall ................................................................................................................ 417
5.3.1 Setting Level of Tie Rod ......................................................................................................... 417
5.3.2 Embedded Length of Sheet Piles ........................................................................................... 417
5.3.3 Bending Moment of Sheet Piles and Reaction at Tie Rod Setting Point ................................ 418
5.3.4 Cross Section of Sheet Piles .................................................................................................. 419
5.3.5 Consideration of the Effect of Section Rigidity of Sheet Piles ................................................ 419
5.4 Design of Tie Rods ........................................................................................................................... 424
5.4.1 Tension of Tie Rod ................................................................................................................. 424
5.4.2 Cross Section of Tie Rod........................................................................................................ 424
5.5 Design of Wale .................................................................................................................................. 425
5.6 Examination for Circular Slip ........................................................................................................... 425
5.7 Design of Anchorage Work .............................................................................................................. 426
5.7.1 Selection of Structural Type of Anchorage Work.................................................................... 426
5.7.2 Location of Anchorage Work .................................................................................................. 426
5.7.3 Design of Anchorage Work..................................................................................................... 427
5.8 Detailed Design ................................................................................................................................. 428
5.8.1 Coping .................................................................................................................................... 428
5.8.2 Fitting of Tie Rods and Wale to Sheet Piles ........................................................................... 429
5.8.3 Tie Rod ................................................................................................................................... 429
5.8.4 Fitting of Tie Rods to Anchorage Work................................................................................... 429
5.9 Special Notes for Design of Sheet Pile Wall on Soft Ground..................................................... 429
Chapter 6 Sheet Pile Quaywalls with Relieving Platform ................................................................................. 431
6.1 Scope of Application ......................................................................................................................... 431
6.2 Principles of Design .......................................................................................................................... 431
6.3 Determination of Height and Width of Relieving Platform .......................................................... 431
6.4 Earth Pressure and Residual Water Pressure Acting on Sheet Piles ...................................... 432
6.5 Design of Sheet Pile Wall ................................................................................................................ 432
6.5.1 Embedded Length of Sheet Piles ........................................................................................... 432
6.5.2 Cross Section of Sheet Piles .................................................................................................. 433
6.6 Design of Relieving Platform and Relieving Platform Piles ........................................................ 433
6.6.1 External Forces Acting on Relieving Platform ........................................................................ 433
6.6.2 Design of Relieving Platform .................................................................................................. 433
6.6.3 Design of Piles ........................................................................................................................ 434
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6.7 Examination of Stability as Gravity Type Wall ..............................................................................434
6.8 Examination of Stability against Circular Slip................................................................................435
Chapter 7 Steel Sheet Pile Cellular-Bulkhead Quaywalls ................................................................................436
7.1 Principle of Design ............................................................................................................................436
7.2 External Forces Acting on Steel Sheet Pile Cellular-Bulkhead Quaywall ................................437
7.3 Examination of Wall Width against Shear Deformation ..............................................................438
7.3.1
General ...................................................................................................................................438
7.3.2
Equivalent Width of Wall .........................................................................................................439
7.3.3
Calculation of Deformation Moment........................................................................................439
7.3.4
Calculation of Resisting Moment.............................................................................................440
7.4 Examination of Stability of Wall Body as a Whole........................................................................443
7.4.1 General ...................................................................................................................................443
7.4.2 Modulus of Subgrade Reaction...............................................................................................443
7.4.3 Calculation of Subgrade Reaction and Wall Displacement.....................................................443
7.5 Examination of Bearing Capacity of the Ground ..........................................................................448
7.6 Examination against Sliding of Wall ...............................................................................................448
7.7 Examination of Displacement of Wall Top .....................................................................................448
7.8 Examination of Stability against Circular Slip................................................................................449
7.9 Layout of Cells and Arcs ..................................................................................................................449
7.10 Calculation of Hoop Tension............................................................................................................449
7.11 Design of T-Shaped Sheet Pile .......................................................................................................450
7.11.1 General ...................................................................................................................................450
7.11.2 Structure of T-Shaped Sheet Pile ...........................................................................................450
7.12 Detailed Design..................................................................................................................................451
7.12.1 Design of Pile to Support Coping ............................................................................................451
7.12.2 Design of Coping.....................................................................................................................451
Chapter 8 Steel Plate Cellular-Bulkhead Quaywalls ..........................................................................................452
8.1 Scope of Application .........................................................................................................................452
8.2 Placement-Type Steel Plate Cellular-Bulkhead Quaywalls ........................................................452
8.2.1 Principle of Design ..................................................................................................................452
8.2.2 External Forces Acting on Steel Plate Cellular-Bulkhead .......................................................453
8.2.3 Examination of Wall Width against Shear Deformation ..........................................................453
8.2.4 Examination of Stability of Wall Body as a Whole...................................................................454
8.2.5 Examination of Bearing Capacity of the Ground .....................................................................455
8.2.6 Examination of Stability against Circular Slip..........................................................................455
8.2.7 Determination of Thickness of Steel Plate of Cell Shell ..........................................................455
8.2.8 Layout of Cells and Arcs .........................................................................................................456
8.2.9 Detailed Design.......................................................................................................................456
8.3 Embedded-Type Steel Plate Cellular-Bulkhead Quaywalls........................................................456
8.3.1 Principle of Design ..................................................................................................................456
8.3.2 External Forces Acting on Embedded-Type Steel Plate Celluler-Bulkhead............................457
8.3.3 Examination of Wall Width against Shear Deformation ..........................................................457
8.3.4 Examination of Stability of Wall Body as a Whole...................................................................458
8.3.5 Examination of Bearing Capacity of the Ground .....................................................................458
8.3.6 Examination against Sliding of Wall ........................................................................................458
8.3.7 Examination of Displacement of Wall Top ..............................................................................458
8.3.8 Examination of Stability against Circular Slip..........................................................................458
8.3.9 Layout of Cells and Arcs .........................................................................................................458
8.3.10 Determination of Plate Thickness of Cell Shell and Arc Section.............................................458
8.3.11 Joints and Stiffeners................................................................................................................459
8.3.12 Detailed Design.......................................................................................................................459
Chapter 9 Open-Type Wharves on Vertical Piles ................................................................................................460
9.1 Principle of Design ............................................................................................................................460
9.2 Layout and Dimensions ....................................................................................................................462
9.2.1 Size of Deck Block and Layout of Piles...................................................................................462
9.2.2 Dimensions of Superstructure.................................................................................................462
9.2.3 Arrangement of Fenders and Bollards ....................................................................................463
9.3 External Forces Acting on Open-Type Wharf ...............................................................................463
9.3.1 Design External Forces...........................................................................................................463
9.3.2 Calculation of Fender Reaction Force.....................................................................................464
9.4 Assumptions Concerning Sea Bottom Ground .............................................................................464
9.4.1 Determination of Slope Inclination ..........................................................................................464
9.4.2 Virtual Ground Surface............................................................................................................465
9.5 Design of Piles ...................................................................................................................................465
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9.5.1 General ................................................................................................................................... 465
9.5.2 Coefficient of Horizontal Subgrade Reaction.......................................................................... 465
9.5.3 Virtual Fixed Point................................................................................................................... 466
9.5.4 Member Forces Acting on Individual Piles.............................................................................. 466
9.5.5 Cross-Sectional Stresses of Piles........................................................................................... 468
9.5.6 Examination of Embedded Length for Bearing Capacity ........................................................ 468
9.5.7 Examination of Embedded Length for Lateral Resistance...................................................... 468
9.5.8 Examination of Pile Joints....................................................................................................... 468
9.5.9 Change of Plate Thickness or Material of Steel Pipe Pile ...................................................... 468
9.6 Examination of Earthquake-Resistant Performance ................................................................... 469
9.6.1 Assumption of Cross Section for Earthquake-Resistant Performance Examination .............. 470
9.6.2 Examination Method of Earthquake-Resistant Performance.................................................. 470
9.6.3 Determination of Seismic Motion for Examination of Earthquake-Resistant Performance..... 471
9.6.4 Examination of Load Carrying Capacity Using Simplified Method.......................................... 473
9.6.5 Examination of Load Carrying Capacity Using Elasto-Plastic Analysis .................................. 475
9.7 Design of Earth-Retaining Section ................................................................................................. 477
9.8 Examination of Stability against Circular Slip ............................................................................... 477
9.9 Detailed Design ................................................................................................................................. 478
9.9.1 Load Combinations for Superstructure Design....................................................................... 478
9.9.2 Calculation of Reinforcing Bar Arrangement of Superstructure .............................................. 478
9.9.3 Design of Pile Head ................................................................................................................ 478
Chapter 10 Open-Type Wharves on Coupled Raking Piles ............................................................................... 480
10.1 Principle of Design ............................................................................................................................ 480
10.2 Layout and Dimensions .................................................................................................................... 481
10.2.1
Size of Deck Block and Layout of Piles .................................................................................. 481
10.2.2
Dimensions of Supersutructure .............................................................................................. 481
10.2.3
Arrangement of Fenders and Bollards.................................................................................... 481
10.3 External Forces Acting on Open-Type Wharf on Coupled Raking Piles .................................. 481
10.3.1 Design External Forces .......................................................................................................... 481
10.3.2 Calculation of Fender Reaction Force .................................................................................... 481
10.4 Assumptions Concerning Sea Bottom Ground............................................................................. 481
10.4.1 Determination of Slope Inclination .......................................................................................... 481
10.4.2 Virtual Ground Surface ........................................................................................................... 481
10.5 Determination of Forces Acting on Piles and Cross Sections of Piles ..................................... 481
10.5.1 Horizontal Force Transmitted to Heads of Coupled Raking Piles........................................... 481
10.5.2 Vertical Load Transmitted to Heads of Coupled Raking Piles ................................................ 483
10.5.3 Pushing-In and Pulling-Out Forces of Coupled Raking Piles ................................................. 483
10.5.4 Cross-Sectional Stresses of Piles........................................................................................... 483
10.6 Examination of Strength of Wharf in the Direction of Its Face Line .......................................... 484
10.7 Embedded Length of Raking Pile ................................................................................................... 484
10.8 Design of Earth-Retaining Section ................................................................................................. 484
10.9 Examination of Stability against Circular Slip ............................................................................... 484
10.10 Detailed Design ................................................................................................................................. 484
Chapter 11 Detached Pier ............................................................................................................................................. 485
11.1 Scope of Application ......................................................................................................................... 485
11.2 Principle of Design ............................................................................................................................ 485
11.3 Design of Detached Pier .................................................................................................................. 485
11.3.1 Layout and Dimensions .......................................................................................................... 485
11.3.2 External Forces and Loads..................................................................................................... 485
11.3.3 Design of Piers ....................................................................................................................... 486
11.3.4 Design of Girder...................................................................................................................... 486
11.4 Ancillary Equipment .......................................................................................................................... 486
11.5 Detailed Design ................................................................................................................................. 486
11.5.1 Superstructure ........................................................................................................................ 486
11.5.2 Gangways .............................................................................................................................. 486
Chapter 12 Floating Piers .............................................................................................................................................. 487
12.1 Scope of Application ......................................................................................................................... 487
12.2 Principle of Design ............................................................................................................................ 488
12.3 Design of Pontoon............................................................................................................................. 488
12.3.1 Dimensions of Pontoon........................................................................................................... 488
12.3.2 External Forces and Loads Acting on Pontoon ...................................................................... 488
12.3.3 Stability of Pontoon................................................................................................................. 488
12.3.4 Design of Individual Parts of Pontoon..................................................................................... 489
12.4 Design of Mooring System............................................................................................................... 490
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12.4.1 Mooring Method ......................................................................................................................490
12.4.2 Design of Mooring Chain.........................................................................................................490
[1] Design External Forces ....................................................................................................490
[2] Setting of Chain................................................................................................................490
[3] Diameter of Chain ............................................................................................................490
12.4.3 Design of Mooring Anchor.......................................................................................................492
[1] Design External Forces ....................................................................................................492
[2] Design of Mooring Anchor................................................................................................492
12.5 Design of Access Bridge and Gangway ........................................................................................492
12.5.1 Dimensions and Inclination .....................................................................................................492
12.5.2 Design of Access Bridge and Gangway..................................................................................493
12.5.3 Adjusting Tower ......................................................................................................................493
Chapter 13 Dolphins ........................................................................................................................................................494
13.1 Principle of Design ............................................................................................................................494
13.2 Layout ..................................................................................................................................................494
13.3 External Forces Acting on Dolphins ...............................................................................................495
13.4 Pile Type Dolphins ............................................................................................................................495
13.5 Steel Cellular-Bulkhead Type Dolphins .........................................................................................495
13.6 Caisson Type Dolphins .....................................................................................................................496
Chapter 14 Slipways and Shallow Draft Quays ......................................................................................................497
14.1 Slipways ..............................................................................................................................................497
14.1.1
Principle of Design ..................................................................................................................497
14.1.2
Location of Slipway .................................................................................................................497
14.1.3
Dimensions of Individual Parts................................................................................................497
[1] Elevations of Individual Parts ...........................................................................................497
[2] Slipway Length and Background Space...........................................................................498
[3] Water Depth .....................................................................................................................498
[4] Gradient of Slipway ..........................................................................................................498
[5] Basin Area........................................................................................................................498
14.1.4 Front Wall and Pavement........................................................................................................499
[1] Front Wall .........................................................................................................................499
[2] Pavement .........................................................................................................................499
14.2 Shallow Draft Quay ...........................................................................................................................499
Chapter 15 Air-Cushion Vehicle Landing Facilities ...............................................................................................500
15.1 Principle of Design ............................................................................................................................500
15.2 Location ...............................................................................................................................................501
15.3 Air-Cushion Vehicle Landing Facilities ...........................................................................................501
15.4 Dimensions of Individual Parts ........................................................................................................501
Chapter 16 Mooring Buoys and Mooring Posts ......................................................................................................502
16.1 Mooring Buoys ...................................................................................................................................502
16.1.1
Principle of Design ..................................................................................................................502
16.1.2
Tractive Force Acting on Mooring Buoy ..................................................................................503
16.1.3
Design of Individual Parts of Mooring Buoy ............................................................................504
[1] Mooring Anchor ................................................................................................................504
[2] Sinker and Sinker Chain...................................................................................................504
[3] Ground Chain ...................................................................................................................505
[4] Main Chain .......................................................................................................................506
[5] Floating Body ...................................................................................................................507
16.2 Mooring Posts ....................................................................................................................................507
Chapter 17 Other Types of Mooring Facilities.........................................................................................................508
17.1 Quaywall of Wave-Absorbing Type ................................................................................................508
17.1.1
Principle of Design ..................................................................................................................508
17.1.2
Determination of Structural Form ............................................................................................508
17.2 Cantilever Sheet Pile Quaywall .......................................................................................................509
17.2.1 Principle of Design ..................................................................................................................509
17.2.2 External Forces Acting on Sheet Pile Wall..............................................................................510
17.2.3 Determination of Cross Section of Sheet Piles ....................................................................... 511
17.2.4 Determination of Embedded Length of Sheet Piles ................................................................ 511
17.2.5 Examination of Displacement of Sheet Pile Crown................................................................. 511
17.2.6 External Forces during Construction.......................................................................................512
17.2.7 Detailed Design.......................................................................................................................512
17.3 Sheet Pile Quaywall with Batter Anchor Piles ..............................................................................512
17.3.1 Principle of Design ..................................................................................................................512
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17.3.2 External Forces Acting on Sheet Pile Wall with Batter Anchor Piles ...................................... 513
17.3.3 Calculation of Horizontal and Vertical Forces Acting on Connecting Point ............................ 513
17.3.4 Determination of Cross Sections of Sheet Pile and Batter Anchor Pile.................................. 513
17.3.5 Determination of Embedded Lengths of Sheet Pile and Batter Anchor Pile........................... 513
17.3.6 Detailed Design ...................................................................................................................... 513
17.4 Sheet Pile Quaywall with Batter Piles in Front ............................................................................. 514
17.4.1 Principle of Design.................................................................................................................. 514
17.4.2 Layout and Dimensions .......................................................................................................... 515
17.4.3 Design of Sheet Pile Wall ....................................................................................................... 515
17.4.4 Design of Open-Type Superstructure ..................................................................................... 515
17.4.5 Embedded Length .................................................................................................................. 516
17.4.6 Detailed Design ...................................................................................................................... 516
17.5 Double Sheet Pile Quaywall ............................................................................................................ 516
17.5.1 Principle of Design.................................................................................................................. 516
17.5.2 External Forces Acting on Double Sheet Pile Quaywall ......................................................... 517
17.5.3 Design of Double Sheet Pile Quaywall ................................................................................... 517
Chapter 18 Transitional Parts of Quaywalls ............................................................................................................ 519
18.1 Principle of Design ............................................................................................................................ 519
18.2 Transitional Part Where Frontal Water Depth Varies .................................................................. 519
18.3 Transitional Part Where Quaywalls of Different Type Are Connected ..................................... 519
18.4 Outward Projecting Corner .............................................................................................................. 519
Chapter 19 Ancillary Facilities ...................................................................................................................................... 520
19.1 General ............................................................................................................................................... 520
19.2 Mooring Equipment ........................................................................................................................... 520
19.3 Mooring Posts, Bollards, and Mooring Rings ............................................................................... 520
19.3.1
General ................................................................................................................................... 520
19.3.2
Arrangement of Mooring Posts, Bollards and Mooring Rings................................................. 521
19.3.3
Tractive Force of Vessel ......................................................................................................... 521
19.3.4
Structure ................................................................................................................................. 522
19.4 Fender System .................................................................................................................................. 522
19.4.1 General ................................................................................................................................... 522
19.4.2 Arrangement of Fenders......................................................................................................... 523
19.4.3 Berthing Energy of Vessel ...................................................................................................... 523
19.4.4 Selection of Fender................................................................................................................. 523
19.5 Safety Facilities ................................................................................................................................. 525
19.5.1 General ................................................................................................................................... 525
19.5.2 Skirt Guard.............................................................................................................................. 525
19.5.3 Fence and Rope ..................................................................................................................... 525
19.5.4 Signs or Notices...................................................................................................................... 525
19.5.5 Curbing ................................................................................................................................... 525
19.5.6 Fire Fighting Equipment and Alarm Systems ......................................................................... 525
19.6 Service Facilities ............................................................................................................................... 525
19.6.1 General ................................................................................................................................... 525
19.6.2 Lighting Facilities .................................................................................................................... 525
19.6.3 Facilities for Passenger Embarkation and Disembarkation .................................................... 525
19.6.4 Vehicle Ramp ......................................................................................................................... 526
19.6.5 Water Supply Facilities ........................................................................................................... 526
19.6.6 Drainage Facilities .................................................................................................................. 526
19.6.7 Fueling and Electric Power Supply Facilities .......................................................................... 526
19.6.8 Signs or Notices...................................................................................................................... 527
19.7 Stairways and Ladders ..................................................................................................................... 527
19.8 Lifesaving Facilities ........................................................................................................................... 527
19.9 Curbing ............................................................................................................................................... 527
19.10 Vehicle Ramp..................................................................................................................................... 527
19.11 Signs, Notices and Protective Fences ........................................................................................... 527
19.11.1 General ................................................................................................................................... 527
19.11.2 Provision of Signs ................................................................................................................... 527
19.11.3 Types and Location of Signs .................................................................................................. 528
19.11.4 Position of Sign....................................................................................................................... 528
19.11.5 Structure of Sign ..................................................................................................................... 529
19.11.6 Materials ................................................................................................................................. 530
19.11.7 Maintenance and Management .............................................................................................. 530
19.11.8 Protective Fences ................................................................................................................... 530
19.11.9 Barricades............................................................................................................................... 531
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- CONTENTS
19.12 Lighting Facilities ...............................................................................................................................531
19.12.1 General ...................................................................................................................................531
19.12.2 Standard Intensity of Illumination ............................................................................................531
[1] Definition ..........................................................................................................................531
[2] Standard Intensity of Illumination for Outdoor Lighting ....................................................531
[3] Standard Intensity of Illumination for Indoor Lighting .......................................................532
19.12.3 Selection of Light Source ........................................................................................................532
19.12.4 Selection of Lighting Equipment..............................................................................................534
[1] Outdoor Lighting...............................................................................................................534
[2] Indoor Lighting..................................................................................................................534
19.12.5 Design of Lighting ...................................................................................................................535
19.12.6 Maintenance and Management...............................................................................................537
[1] Inspections .......................................................................................................................537
[2] Cleaning and Repair.........................................................................................................538
Chapter 20 Aprons ...........................................................................................................................................................540
20.1 Principle of Design ............................................................................................................................540
20.2 Type of Apron .....................................................................................................................................540
20.2.1 Width ......................................................................................................................................540
20.2.2 Gradient ..................................................................................................................................540
20.2.3 Type of Pavement ...................................................................................................................540
20.3 Countermeasures against Settlement of Apron............................................................................540
20.4 Load Conditions .................................................................................................................................541
20.5 Design of Concrete Pavement ........................................................................................................541
20.5.1 Design Conditions ...................................................................................................................541
20.5.2 Composition of Pavement .......................................................................................................542
20.5.3 Joints.......................................................................................................................................545
20.5.4 Tie-Bar and Slip-Bar................................................................................................................547
20.5.5 End Protection.........................................................................................................................547
20.6 Design of Asphalt Pavement ...........................................................................................................547
20.6.1 Design Conditions ...................................................................................................................547
20.6.2 Composition of Pavement .......................................................................................................548
20.6.3 End Protection.........................................................................................................................551
20.7 Design of Concrete Block Pavement..............................................................................................551
20.7.1 Design Conditions ...................................................................................................................551
20.7.2 Composition of Pavement .......................................................................................................552
20.7.3 Joints.......................................................................................................................................553
Chapter 21 Foundation for Cargo Handling Equipment .......................................................................................554
21.1 Principle of Design ............................................................................................................................554
21.2 External Forces Acting on Foundation ...........................................................................................554
21.3 Design of Foundation with Piles ......................................................................................................555
21.3.1
Concrete Beam .......................................................................................................................555
21.3.2
Bearing Capacity of Piles ........................................................................................................555
21.4 Design of Foundation without Piles ................................................................................................556
21.4.1 Examination of Effects on Wharf.............................................................................................556
21.4.2 Concrete Beam .......................................................................................................................556
Part IX Other Port Facilities
Chapter 1 Port Traffic Facilities .................................................................................................................................559
1.1 General................................................................................................................................................559
1.1.1 Scope of Application ...............................................................................................................559
1.1.2 Operation and Maintenance of Facilities for Land Traffic........................................................559
1.2 Roads ..................................................................................................................................................559
1.2.1 General ...................................................................................................................................559
1.2.2 Design Vehicles ......................................................................................................................559
1.2.3 Roadways and Lanes..............................................................................................................559
1.2.4 Clearance Limit .......................................................................................................................560
1.2.5 Widening of Roads at Bends...................................................................................................561
1.2.6 Longitudinal Slope...................................................................................................................561
1.2.7 Level Crossings.......................................................................................................................562
1.2.8 Pavement ................................................................................................................................562
1.2.9 Signs .......................................................................................................................................563
1.3 Car Parks ............................................................................................................................................564
1.3.1 General ...................................................................................................................................564
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nguon tai.lieu . vn
