Geotechnical engineering : foundation design

목차 (Table of Contents)

• CONTENTS
• CHAPTER 1 Geotechnical Problems in Civil Engineering = 1
• 1.1 Introduction = 1
• 1.2 Foundations = 2
• 1.3 Earth-Retaining Structures = 2
• 1.4 Slopes and Dams = 3
• 1.5 Altering／Improving Soil Properties = 3
• CHAPTER 2 Geotechnical Properties of Soils = 5
• 2.1 Introduction = 5
• 2.2 Soil Formations and Deposits = 6
• 2.3 Soil Densities and Volume Relationships = 7
• 2.4 Atterberg Limits = 19
• 2.5 Soil Classification = 21
• 2.6 Soil-Water Phenomena = 30
• 2.7 Stresses in Soils = 38
• 2.8 Compressibility of Soil = 53
• 2.9 Shear Strength of Soil = 66
• CHAPTER 3 Subsurface Exploration = 83
• 3.1 Introduction = 83
• 3.2 Scope of Exploration Program = 85
• 3.3 Site Reconnaissance = 88
• 3.4 Subsurface Exploration = 89
• 3.5 Borings = 91
• 3.6 Test Pits = 99
• 3.7 Field Tests = 100
• CHAPTER 4 Bearing Capacity - Shallow Foundations = 113
• 4.1 Introduction = 113
• 4.2 Load-Soil Deformation Relationship = 114
• 4.3 Bearing Failure Patterns = 116
• 4.4 Prandtl's Theory for Ultimate Bearing Capacity - Taylor's Contribution = 118
• 4.5 Bearing Capacity Based on Rankine Wedges = 120
• 4.6 Terzaghi's Bearing Capacity Theory = 121
• 4.7 Meyerhof's Bearing Capacity Equation = 124
• 4.8 Hansen's Bearing Capacity Equation - Vesic's Factors = 125
• 4.9 A Comparative Overview of Terzaghi's, Meyerhof's, and Hansen's Equations = 128
• 4.10 Effect of Water Table on Bearing Capacity = 135
• 4.11 Bearing Capacity Based on Standard Penetration Tests = 136
• 4.12 General Observations and $$\mathop q_u$$ and $$\mathop q_a$$ Expressions = 138
• 4.13 Foundations in Challenging Soil = 141
• CHAPTER 5 Site Improvement = 149
• 5.1 Introduction = 149
• 5.2 Compaction = 150
• 5.3 Compacted Clays = 160
• 5.4 Vibratory Compaction = 166
• 5.5 Preloading = 169
• 5.6 Dewatering = 169
• 5.7 Chemical Stabilization = 170
• 5.8 Geosynthetics = 171
• 5.9 Geoenvironmental - Landfills = 177
• CHAPTER 6 Spread-Footing Design = 185
• 6.1 Introduction = 185
• 6.2 Elements of Reinforced Concrete Design = 187
• 6.3 Spread-Footing Design : General Criteria = 194
• 6.4 Spread-Footing Design : Concentric Loads = 197
• 6.5 Eccentrically Loaded Spread Footings = 204
• 6.6 Bearing Plates ; Anchor Bolts = 210
• 6.7 Pedestals = 219
• 6.8 Wall Footings = 221
• CHAPTER 7 Special Foundations = 233
• 7.1 Introduction = 233
• 7.2 Rectangular Combined Footings = 234
• 7.3 Trapezoid-Shaped Footings = 241
• 7.4 Strap Footing 2 = 47
• 7.5 Coefficient of Subgrade Reaction = 254
• 7.6 Beams on Elastic Foundations 2 = 56
• 7.7 Mat or Raft Foundations = 260
• CHAPTER 8 Lateral Earth Pressure = 273
• 8.1 Introduction = 273
• 8.2 Active and Passive Earth Pressures = 274
• 8.3 Rankine's Theory = 280
• 8.4 Coulomb's Equation = 286
• 8.5 Lateral Earth Pressures in Partially Cohesive Soils = 290
• 8.6 Unsupported Cuts in ($$c$$-$$\phi $$) Soil = 292
• 8.7 Effects of Surcharge Loads = 295
• 8.8 Culmann's Method = 297
• CHAPTER 9 Retaining Walls = 307
• 9.1 Introduction = 307
• 9.2 Some Aspects of Soil-Retaining Wall Interaction = 308
• 9.3 Sliding and Overturning = 311
• 9.4 Tilting = 313
• 9.5 Allowable Bearing Capacity = 313
• 9.6 Settlement = 314
• 9.7 Drainage = 315
• 9.8 Proportions of Retaining Walls = 316
• 9.9 Reinforced Earth = 330
• CHAPTER 10 Sheet-Pile Walls ; Braced Cuts = 339
• 10.1 Introduction = 339
• 10.2 Cantilever Sheet-Pile Walls = 340
• 10.3 Anchored Bulkheads = 357
• 10.4 Free-Earth-Support Method = 360
• 10.5 Rowe's Moment-Reduction Method = 364
• 10.6 Fixed-Earth-Support Method = 372
• 10.7 Wales, Tie Rods, and Anchorages = 376
• 10.8 Braced Cuts = 378
• CHAPTER 11 Deep Foundations : Piles, Drilled Piers, and Caissons = 387
• 11.1 Introduction = 387
• 11.2 Timber Piles = 391
• 11.3 Steel Piles = 391
• 11.4 Concrete Piles = 393
• 11.5 Ultimate Capacity of a Single Pile = 395
• 11.6 Friction Piles in Cohesionless Soils = 396
• 11.7 Bearing Capacity Based on Standard Penetration Tests of Cohesionless Soils = 398
• 11.8 Friction Piles in Cohesive Soils = 399
• 11.9 Pile Capacity Based on Driving Resistance = 403
• 11.10 Pile Load Test = 408
• 11.11 Pile Groups = 412
• 11.12 Drilled Piers = 418
• 11.13 The Construction of Drilled Piers = 420
• 11.14 Design Considerations for Drilled Piers in Compression = 426
• 11.15 Drilled Piers Socketed in Rock = 435
• 11.16 The Structural Design of Drilled Piers = 445
• 11.17 Underpinning = 445
• APPENDIX A $$\mathop K_a$$ and $$\mathop K_p$$ Coefficients : Rankine and Coulomb Equations = 461
• APPENDIX B Solution to Terzaghi's Consolidation Equation = 475
• APPENDIX C Boussinesq's Equation for Radial Stress = 483
• INDEX = 483