绪论(Introduction)
第1章  土的物理性质及分类(Physical Properties of Soil and Soil Classification)
  1.1 概述(Introduction)
  1.2 土的形成(Soil Formation)
    1.2.1 风化作用(Weathering)
    1.2.2 搬运与沉积(Transportation and Sedimentation)
  1.3 土的组成(Composition of Soil)
    1.3.1 固体颗粒(Solid Particle)
    1.3.2 土中水(Water in Soil)
    1.3.3 土中气(Air in Soil)
  1.4 土的结构与构造(Soil Fabric and Soil Structure)
    1.4.1 土的结构(Soil Fabric)
    1.4.2 土的构造(Soil Structure)
  1.5 土的物理性质指标(Physical Property Indexes of Soil)
    1.5.1 基本指标(Basic Indexes)
    1.5.2 换算指标(Converted Indexes)
    1.5.3 指标之间的换算(Relationships between Indexes)
  1.6 土的物理状态指标(Physical State Indexes of Soil)
    1.6.1 无黏性土的相对密度(Relative Density of Cohesionless Soil)
    1.6.2 黏性土的界限含水量及状态指标(Boundary Water Contents andState Indexes of Cohesive Soil)
  1.7 土的分类(Soil Classification)
    1.7.1 土的分类原则(Principles of Soil Classification)
    1.7.2 《土的工程分类标准》的分类(Classification of Standard forEngineering Classification of Soil)
    1.7.3 《建筑地基基础设计规范》的分类(Classification of Code for Design of Building Foundation)
  1.8 土的压实(Soil Compaction)
    1.8.1 黏性土的压实(Compaction of Cohesive Soil)
    1.8.2 无黏性土的压实(Compaction of Cohesionless Soil)
  思考题（Thinking Questions）
  习题（Exercises）
第2章  土中应力(Stresses in Soil)
  2.1 概述(Introduction)
  2.2 应力、应变和土的弹性变形(Stresses, Strains and ElasticDeformation of Soil)
    2.2.1 应力(Stresses)
    2.2.2 应变(Strains)
    2.2.3 胡克定律(Hooke's Law)
  2.3 有效应力原理(The Principle of Effective Stress)
  2.4 土的自重应力(Stresses Due to SelfWeight of Soil)
    2.4.1 竖向自重应力(Vertical Stress Due to SelfWeight of Soil)
    2.4.2 水平自重应力(Horizontal Stress Due to SelfWeight of Soil)
  2.5 基底压力(Contact Pressure under Foundations)
    2.5.1 柔性基础与刚性基础的基底压力分布(Contact Pressure Distributionunder Flexible Foundations and  Rigid Foundations)
    2.5.2 基底压力的简化计算(Simplified Calculation of Contact Pressure)
    2.5.3 基底附加压力(Additional Pressure under Foundations)
  2.6 地基附加应力(Additional Stresses in Soil)
    2.6.1 集中力作用下的地基附加应力(Additional Stressesin Soil Due to a Point Load)
    2.6.2 分布荷载作用下的地基附加应力(Additional Stresses inSoil Due to Distributed Loads)
    2.6.3 平面应变问题的地基附加应力(Additional Stresses inSoil under Plain Strain Condition)
  思考题（Thinking Questions）
  习题（Exercises）
第3章  土的渗透性与渗流(Permeability and Flow ofWater through Soil)
  3.1 概述(Introduction)
  3.2 土的渗透规律(Law for Flow of Water through Soil)
    3.2.1 水头与水力梯度(Head and Hydraulic Gradient)
    3.2.2 达西渗透定律(Darcy's Law)
    3.2.3 渗透系数的测定(Determination of the Coefficientof Permeability)
    3.2.4 影响渗透系数的因素(Factors Affecting the Coefficient of Permeability)
  ……
第4章  土的一维压缩与固结(OneDimensional Compression and Consolidation of Soil)
第5章  土的剪切性状和抗剪强度(Shear Behavior and Shear Strength of Soil)
第6章  土的临界状态和本构模型(Concept of the Critical State and Constitutive Models of Soil)
第7章  土压力理论(Earth Pressure Theories)
第8章  土坡稳定分析(Stability Analysis of Soil Slopes)
第9章  地基承载力(Bearing Capacity of Foundation Soil)
附录A常用术语符号表(Notations)
附录B习题参考答案(Reference Answers)
参考文献(References)