
Geotechnical Engineering A Practical Problem Solving Approach
by Sivakugan, Nagaratnam; Das, Braja-
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Summary
Author Biography
Table of Contents
Preface | p. ix |
About the Authors | p. xi |
WAVÖ | p. xiii |
Introduction | p. 1 |
General | p. 1 |
Soils | p. 1 |
Applications | p. 3 |
Soil Testing | p. 3 |
Geotechnical Literature | p. 4 |
Numerical Modeling | p. 6 |
Review Exercises | p. 8 |
Phase Relations | p. 11 |
Introduction | p. 11 |
Definitions | p. 11 |
Phase Relations | p. 13 |
Worked Examples | p. 16 |
Review Exercises | p. 22 |
Soil Classification | p. 27 |
Introduction | p. 27 |
Coarse-Grained Soils | p. 27 |
Fine-Grained Soils | p. 32 |
Soil Classification | p. 37 |
Worked Examples | p. 41 |
Review Exercises | p. 44 |
Compaction | p. 49 |
Introduction | p. 49 |
Variables in Compaction | p. 50 |
Laboratory Tests | p. 52 |
Field Compaction, Specification, and Control | p. 55 |
Worked Examples | p. 59 |
Review Exercises | p. 62 |
Effective Stress, Total Stress, and Pore Water Pressure | p. 65 |
Introduction | p. 65 |
Effective Stress Principle | p. 65 |
Vertical Normal Stresses Due to Overburden | p. 66 |
Capillary Effects in Soils | p. 68 |
Worked Examples | p. 70 |
Review Exercises | p. 71 |
Permeability and Seepage | p. 73 |
Introduction | p. 73 |
Bernoulli's Equation | p. 73 |
Darcy'sLaw | p. 76 |
Laboratory and Field Permeability Tests | p. 77 |
Stresses in Soils Due to Flow | p. 81 |
Seepage | p. 82 |
Design of Granular Filters | p. 86 |
Equivalent Permeabilities for One-dimensional Flow | p. 87 |
Seepage Analysis Using SEEP/W | p. 89 |
Worked Examples | p. 94 |
Review Exercises | p. 103 |
Vertical Stresses Beneath Loaded Areas | p. 115 |
Introduction | p. 115 |
Stresses Due to Point Loads | p. 116 |
Stresses Due to Line Loads | p. 118 |
Stresses Under the Corner of a Uniform Rectangular Load | p. 118 |
2:1 Distribution Method | p. 123 |
Pressure Isobars Under Flexible Uniform Loads | p. 124 |
Newmark's Chart | p. 124 |
Stress Computations Using SIGMA/W | p. 129 |
Worked Examples | p. 133 |
Review Exercises | p. 136 |
Consolidation | p. 139 |
Introduction | p. 139 |
One-dimensional Consolidation | p. 140 |
Consolidation Test | p. 143 |
Computation of Final Consolidation Settlement | p. 150 |
Time Rate of Consolidation | p. 153 |
Secondary Compression | p. 159 |
Worked Examples | p. 165 |
Review Exercises | p. 175 |
Shear Strength | p. 181 |
Introduction | p. 181 |
Mohr Circles | p. 181 |
Mohr-Coulomb Failure Criterion | p. 186 |
A Common Loading Situation | p. 187 |
Mohr Circles and Failure Envelopes in Terms of a and a' | p. 190 |
Drained and Undrained Loading Situations | p. 191 |
Triaxial Test | p. 193 |
Direct Shear Test | p. 200 |
Skemptons Pore Pressure Parameters | p. 202 |
¿1 - ¿3 Relationship at Failure | p. 205 |
Stress Paths | p. 206 |
Worked Examples | p. 210 |
Review Exercises | p. 217 |
Lateral Earth Pressures | p. 225 |
Introduction | p. 225 |
At-rest State | p. 226 |
Rankine's Earth Pressure Theory | p. 230 |
Coulomb's Earth Pressure Theory | p. 237 |
Worked Examples | p. 240 |
Review Exercises | p. 246 |
Site Investigation | p. 251 |
Introduction | p. 251 |
Drilling and Sampling | p. 253 |
In Situ Tests | p. 257 |
Laboratory Tests | p. 276 |
Site Investigation Report | p. 276 |
Worked Examples | p. 280 |
Review Exercises | p. 283 |
Shallow Foundations | p. 289 |
Introduction | p. 289 |
Design Criteria | p. 290 |
Bearing Capacity of a Shallow Foundation | p. 291 |
Pressure Distributions Beneath Eccentrically Loaded Footings | p. 301 |
Introduction to Raft Foundation Design | p. 304 |
Settlement in a Granular Soil | p. 310 |
Settlement in a Cohesive Soil | p. 319 |
Worked Examples | p. 325 |
Review Exercises | p. 334 |
Deep Foundations | p. 341 |
Introduction | p. 341 |
Pile Materials | p. 342 |
Pile Installation | p. 345 |
Load Carrying Capacity of a Pile-Static Analysts | p. 347 |
Pile-Driving Formulae | p. 354 |
Pile Load Test | p. 355 |
Settlement of a Pile | p. 357 |
Pile Group | p. 361 |
Worked Examples | p. 365 |
Review Exercises | p. 373 |
Earth Retaining Structures | p. 377 |
Introduction | p. 377 |
Design of Retaining Walls | p. 379 |
Cantilever Sheet Piles | p. 385 |
Anchored Sheet Piles | p. 395 |
Braced Excavations | p. 399 |
Worked Examples | p. 404 |
Review Exercises | p. 415 |
Slope Stability | p. 421 |
Introduction | p. 421 |
Slope Failure and Safety Factor | p. 422 |
Stability of Homogeneous Undrained Slopes | p. 423 |
Taylor's Stability Charts for c′-¿′ Soils | p. 427 |
Infinite Slopes | p. 429 |
Method of Slices | p. 432 |
Stability Analysis Using SLOPE/W | p. 435 |
Worked Examples | p. 443 |
Review Exercises | p. 449 |
Vibrations of Foundations | p. 453 |
Introduction | p. 453 |
Vibration Theory-General | p. 454 |
Shear Modulus and Poisson's Ratio | p. 463 |
Vertical Vibration of Foundations- Analog Solution | p. 465 |
Rocking Vibration of Foundations | p. 469 |
Sliding Vibration of Foundations | p. 475 |
Torsional Vibration of Foundations | p. 478 |
Review Exercises | p. 483 |
Index | p. 487 |
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