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Contents
Contents

Contents

Preface

Part 1Development of a mechanical model for soil



1Basic characteristics of soils

Learning outcomes

1.1The origin of soils

1.2The nature of soils

1.3Plasticity of fine��grained soils

1.4Particle size analysis

1.5Soil description and classification

1.6Phase relationships

1.7Soil compaction

Summary

Problems

References

Further reading


2Seepage

Learning outcomes

2.1Soil water

2.2Permeability and testing

2.3Seepage theory

2.4Flow nets

2.5Anisotropic soil conditions

2.6Non��homogeneous soil conditions

2.7Numerical solution using the Finite Difference Method

2.8Transfer condition

2.9Seepage through embankment dams

2.10Filter design

Summary

Problems

References

Further reading


3Effective stress

Learning outcomes

3.1Introduction

3.2The principle of effective stress

3.3Numerical solution using the Finite Difference Method

3.4Response of effective stress to a change in total stress

3.5Effective stress in partially saturated soils

3.6Influence of seepage on effective stress

3.7Liquefaction

Summary

Problems

References

Further reading


4Consolidation

Learning outcomes

4.1Introduction

4.2The oedometer test

4.3Consolidation settlement

4.4Degree of consolidation

4.5Terzaghi��s theory of one��dimensional consolidation

4.6Determination of coefficient of consolidation

4.7Secondary compression

4.8Numerical solution using the Finite Difference Method

4.9Correction for construction period

4.10Vertical drains

4.11Pre��loading

Summary

Problems

References

Further reading


5Soil behaviour in shear

Learning outcomes

5.1An introduction to