T. William Lambe, Robert V. Whitman ... Part I Introduction: Chapter 1 Soil Problems in Civil Engineering + Chapter 2 A Preview of Soil Behavior. Part II The Nature of Soil: Chapter 3 Description of an Assemblage of Particles + Chapter 4 Description of an Individual Soil Particle + Chapter 5 Normal Stress between Soil Particles + Chapter 6 Shear Resistance between Soil Particles + Chapter 7 Soil Formation Part III Dry Soil: Chapter 8 Stresses within a Soil Mass + Chapter 9 Tests to Measure Stress-Strain Properties + Chapter 10 General Aspects of Stress-Strain Behavior + Chapter 11 Shear Strength of Cohesionless Soil + Chapter 12 Stress-Strain Relationships + Chapter 13 Earth Retaining Structures and Slopes + Chapter 14 Shallow Foundations + Chapter 15 Dynamic Loading of Soil. Part IV Soil with Water - No Flow or Steady Flow: Chapter 16 Effective Stress Concept + Chapter 17 One-Dimensional Fluid Flow + Chapter 18 Two-Dimensional Fluid Flow + Chapter 19 Soil Permeability and Filter Requirements + Chapter 20 General Aspects of Drained Stress-Strain Behavior + Chapter 21 Drained Shear Strength + Chapter 22 Stress-Strain Relations for Drained Conditions + Chapter 23 Earth Retaining Structures with Drained Conditions + Chapter 24 Earth Slopes with Drained Conditions + Chapter 25 Shallow Foundations with Drained Conditions. Part V Soil with Water - Transient Flow: Chapter 26 Pore Pressures Developed During Undrained Loading + Chapter 27 Consolidation Theory + Chapter 28 Drained and Undrained Stress-Strain Behavior + Chapter 29 Undrained Shear Strength + Chapter 30 Stress-Strain Relations for Undrained Conditions + Chapter 31 Earth Retaining Structures and Earth Slopes with Undrained Conditions + Chapter 32 Shallow Foundations with Undrained Conditions + Chapter 33 Deep Foundations + Chapter 34 The Improvement of Soil. Appendix A Symbols + Appendix B Conversion + Appendix C References + Index.

Info-Detials: 553 pages - Publisher: Wiley; 1st edition (January, 1969) ... Language: English - ISBN-10: 0471511927 - ISBN-13: 978-0471511922 ...

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