Soil problems in civil engineering; A preview of soil behavior; Description of an assemblage of particles; Description of an individualsoil particle; Normal stress between soil particles; Shear resistance between soil particles; Soil formation; Stresses within a soil mass; Tests to measure stress-strain properties; General aspects of stress-strain behavior; Shear strength of cohesionless soil; Stress-strain relationships; Earth retaining structures and slopes; Shallow foundations; Dynamic loading of soil; Effective stress concept; One-dimensional fluid flow; Two-dimensional fluid flow; Soil permeability and filter requirements; General aspects of drained stress-strain Behavior; Drained shear strength; Stress-strain relations for drained conditions; Earth retaining structures with drained conditions; Earth slopes with drained conditions; Shallow Foundations with drained conditions; Pore pressures develop during undrained loading; Consolidation theory; Drained and undrained stress-strain Behavior; Undrained shear strength; Stress-strain relations for undrained conditions; Earth retaining structures and earth slopes with undrained conditions; Shallow foundations with undrained conditions; Deep foundations; The improvement of soil.
Table of Contents
- 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 UndrainedConditions
- 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
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Soil Mechanics by T W Lambe, R V Whitmanhttp://www.4shared.com/office/daultlSV/Soil_Mechanics__Lambe_vetor.html
http://www.4shared.com/office/EQ90-F27/Soil_Mechanics__Lambe_.html
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