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Foundation Design
Foundation Design

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  • 电子书积分:15 积分如何计算积分?
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  • 出版年份:2222
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  • 页数:466 页
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《Foundation Design》目录
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PART ONE GENERAL PRINCIPLES 1

1 SOILS,ROCKS,AND SOILMOISTURE 3

1-1:Components of Soils 3

1-2:Relationships between Void Ratio,Water Content,and Unit Weight 4

1-3:Engineering Properties of Soils 5

1-4:Grain Size of Soils 7

1-5:Shear Strength 8

1-6:Permeability 9

1-7:Engineering Properties of Granular Soils 10

1-8:Engineering Properties of Cohesive Soils 13

1-9:Engineering Properties of Silt and Loess 18

1-10:Engineering Properties of Organic Soils 19

1-11:Engineering Properties of Rocks 19

1-12:Typical Engineering Properties of Igneous and Metamorphic Rocks 12

1-13:Engineering Properties of Sedimentary Rocks 22

1-14:Ground Water and Associated Phenomena 23

2 SOIL EXPLORATION 29

2-1:Purpose of Soil Exploration 29

2-2:Planning an Exploration Program 30

2-3:Available Information 30

2-4:Reconnaissance 32

2-5:Preliminary Design Data 32

2-6:Common Types of Boring,Sampling,and Testing 33

2-7:Standard Penetration Test 37

2-8:Thin-walled Tube (Shelby Tube) Sampling 40

2-9:Vane Test 42

2-10:Number of Borings 42

2-11:Depths of Borings 43

2-12:Ground Water Measurement 43

2-13:Geologic Profile:Soil Profile 45

2-14:Common Soil Tests 46

2-15:Example of a Soil Exploration Program 49

3 LOADS,BEARING CAPACITY,AND SETTLEMENT 53

3-1:Types of Loads 53

3-2:Calculation of Loads 56

3-3:Bearing Capacity 57

3-4:Causes of Settlement 60

3-5:Consolidation 60

3-6:Differential Settlement 62

3-7:Calculation of Loads for Settlement Analysis 65

3-8:Settlement Cracks 66

3-9:Improving Bearing Capacity by Compaction 67

4 LATERAL PRESSURES 73

4-1:Basic Concepts 73

4-2:Earth Pressure Theories 76

4-3:Rankine Theory 77

4-4:Wedge Theory 78

4-5:Hansen Theory 84

4-6:Determination of Soil Properties for Earth Pressure Computation 85

4-7:Overcompaction 86

4-8:Seepage Pressure 86

4-9:Surcharge Load 88

4-10:Ice Thrust 90

4-11:Earth Pressure during Earthquakes 92

4-12:Wave Pressure 93

4-13:Other Lateral Forces 95

5 FOUNDATION DRAINAGE AND WATERPROOFING 97

5-1:Introduction 97

5-2:Methods of Dewatering 97

5-3:Stability of Bottom of Excavation 103

5-4:Foundation Drainage 105

5-5:Criteria for Selection of Filter Material 106

5-6:Waterproofing 107

5-7:Dampproofing 109

5-8:Waterstops 109

PART TWO FOUNDATIONS 111

6 SPREAD FOOTINGS 113

6-1:Use of Spread Footings 113

6-2:Common Types of Footings 113

6-3:Design of Footings 115

6-4:Depth of Footings 115

6-5:Bearing Capacity of Soils under Footings and Mat Foundations 117

6-6:Footing Size Proportions 124

6-7:Stress on Lower Strata 125

6-8:Settlement of Footings 128

6-9:Eccentric Loading 130

6-10:Inclined Load 135

6-11:Footings on Slopes 137

6-12:Uplift of Footings 137

6-13:Structural Design of Footings 138

6-14:Fixity of Column Base and Rotation of Footing 141

6-15:Construction 142

6-16:Design Example 144

7 STRAP FOOTINGS,COMBINED FOOTINGS,AND MAT FOUNDATIONS 151

7-1:Uses of Strap Footings,Combined Footings,and Mat Foundations 151

7-2:Common Types an Arrangement of Strap Footings,Combined Footings,and Mat Foundations 153

7-3:Design of Strap Footings 154

7-4:Design Methods for Combined Footings and Mat Foundations 159

7-5:Design of Combined Footings 161

7-6:Allowable Bearing Pressure for Mat Foundations 174

7-7:Design of Mat Foundations 174

7-8:Coefficient of Subgrade Reaction 185

7-9:General Considerations in Design of Mat Foundations 189

7-10:Construction of Mat Foundation 190

8 PILE FOUNDATIONS 193

8-1:Use of Piles 193

8-2:Types of Piles 193

8-3:Timber Piles 196

8-4:Precast Concrete Piles 198

8-5:Cast-in-place Concrete Piles 200

8-6:Composite Piles 202

8-7:Steel Piles 203

8-8:Design of Pile Foundations 209

8-9:Determination of Type and Length of Piles 210

8-10:Pile Capacity 211

8-11:Pile Spacing and Group Action 216

8-12:Stress on Lower Strata 218

8-13:Settlement Analysis 220

8-14:Design of Pile Caps 223

8-15:Uplift 225

8-16:Lateral Load 226

8-17:Batter Piles 227

8-18:Negative Skin Friction 239

8-19:Test Piles 240

8-20:Construction of Pile Foundation 244

8-21:Damage,Alignment,and Effect of Pile Driving 250

9 DRILLED CAISSONS 255

9-1:Use of Drilled Caissons 255

9-2:Types of Drilled Caissons 256

9-3:Design of Drilled Caissons 258

9-4:Bearing Capacity of Drilled Caissons 258

9-5:Skin Friction of Caisson Shaft 261

9-6:Stress on Lower Strata 262

9-7:Settlement of Drilled Caissons 263

9-8:Design of Elements of Drilled Caissons 264

9-9:Bending Moment and Eccentricity 270

9-10:Horizontal Fore on Drilled Caissons 272

9-11:Construction of Drilled Caissons 273

9-12:Problems Concerning Construction of Drilled Caissons 281

9-13:Design Example 281

10 CAISSONS 289

10-1:Use of Caisons 289

10-2:Types of Caissons 290

10-3:Size and Shape of Caissons 292

10-4:Design of Caissons 293

10-5:Cutting Edge 298

10-6:Construction of Caissons 299

10-7:Sand Island Method 301

10-8:Pneumatic Caissons 303

10-9:Box Caissons (Floating Caissons) 307

PART THREE RETAINING STRUCTURES 309

11 RETAINING WALLS 311

11-1:Common Uses of Retaining Walls 311

11-2:Principal Types of Retaining Walls 313

11-3:Design of Retaining Walls 313

11-4:Proportions of Retaining Walls 314

11-5:Earth Pressure Computation 316

11-6:Stability of Rataining Walls 317

11-7:Design of Structural Components 325

11-8:Backfull Drainage 332

11-9:Settlement and Tilting of Retaining Walls 333

11-10:Construction of Retaining Walls 334

11-11:Design Example 337

12 SHEETPILING WALLS 347

12-1:Use of Sheetpiling Walls 347

12-2:Common Types of Sheet Piles 347

12-3:Common Types of Sheetpiling Walls 351

12-4:Durability of Steel Sheetpiling 352

12-5:Design of Sheetpiling Walls 354

12-6:Lateral Pressure Acting on Sheetpiling Walls 355

12-7:Design of Cantilever Sheetpiling Walls 358

12-8:Design of Anchored Sheetpiling Wall 364

12-9:Stability of Sheetpiling in Cohesive Soils 368

12-10:Rowe's Theory of Moment Reduction 369

12-11:Wales and Tie Rods 371

12-12:Methods for Reducing Lateral Pressure 373

12-13:Types of Anchorage 374

12-14:Capacity of Deadmen 375

12-15:Location of Anchorage 377

12-16:Construction of Sheetpiling Walls 378

12-17:Design Examples 379

13 BRACED COFFERDAMS 389

13-1:Common Uses of Braced Cofferdams 389

13-2:Common Types of Braced Cofferdams 390

13-3:Design of Braced Cofferdam 391

13-4:Lateral Pressure on Braced Cofferdams 392

13-5:Components of Braced Cofferdams 396

13-6:Stability of Braced Cofferdams 397

13-7:Piping 401

13-8:Design Example 403

11 RETAINING WALLS 311

11-1:Common Uses of Retaining Walls 311

11-2:Principal Types of Retaining Walls 313

11-3:Design of Retaining Walls 313

11-4:Proportions of Retaining Walls 314

11-5:Earth Pressure Computation 316

11-6:Stability of Retaining Walls 317

11-7:Design of Structural Components 325

11-8:Backfill Drainage 332

11-9:Settlement and Tilting of Retaining Walls 333

11-10:Construction of Retaining Walls 334

11-11:Design Example 337

12 SHEETPILING WALLS 347

12-1:Use of Sheetpiling Walls 347

12-2:Common Types of Sheet Piles 347

12-3:Common Types of Sheetpiling Walls 351

12-4:Durability of Steel Sheetpiling 352

12-5:Design of Sheetpiling Walls 354

12-6:Lateral Pressure Acting on Sheetpiling Walls 355

12-7:Design of Cantilever Sheetpiling Walls 358

12-8:Design of Anchored Sheetpiling Wall 364

12-9:Stability of Sheetpiling in Cohesive Soils 368

12-10:Rowe's Theory of Moment Reduction 369

12-11:Wales and Tie Rods 371

12-12:Methods for Reducing Lateral Pressure 373

12-13:Types of Anchorage 374

12-14:Capacity of Deadmen 375

12-15:Location of Anchroage 377

12-16:Construction of Sheetpiling Walls 378

12-17:Design Examples 379

13 BRACED COFFERDAMS 389

13-1:Common Uses of Braced Cofferdams 389

13-2:Common Types of Braced Cofferdams 390

13-3:Design of Braced Cofferdam 391

13-4:Lateral Pressure on Braced Cofferdams 392

13-5:Components of Braced Cofferdams 396

13-6:Stability of Braced Cofferdams 397

13-7:Piping 401

13-8:Design Example 403

14 CELLULAR COFFERDAMS 409

14-1:Common Types of Cofferdams 409

14-2:Common Uses of Cellular Cofferdams 409

14-3:Common Types of Cellular Cofferdams 412

14-4:Components of Cellular Cofferdams 413

14-5:Design of Cellular Cofferdams 415

14-6:Material Survey and Tests 415

14-7:Average Width of Cofferdams 416

14-8:Stability Analysis-Cofferdams on Rock 417

14-9:Stability Analysis-Cofferdams in Deep Soil 420

14-10:Hansen's Theory of Stability of Cellular Cofferdams 421

14-11:Interlock Stress 422

14-12:Construction of Cellular Cofferdams 423

14-13:Design Example 425

APPENDIX 431

A-1:Soil Classification 431

A-2:Unified Soil Classification System 431

A-3:Highway Research Board (or AASHO) Soil Classification System 432

A-4:Pedological Classification System 432

A-5:Classification of Soils by Geological Origins 435

GEOPHYSICAL MAPS OF CONTINENT AT U.S.A. 443

Distribution of Soils 444

Earthquake Zones 445

Physical Divisions 446

REFERENCES 449

AUTHOR INDEX 457

INDEX 459

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