Soil Mechanics by Lambe & Whitman, 1969

Lambe & Whitman, 1969 - Soil Mechanics (English)

Soil problems in civil engineering; A preview of soil behavior; Description of an assemblage of particles; Description of an individual soil 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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