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2 December 2013

Soil Mechanics by T W Lambe, R V Whitman

By : Unknown
On : 16:06
 
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 
Download
Code
Soil Mechanics by T W Lambe, R V Whitman
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Soil Mechanics by T W Lambe, R V Whitman