Water 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 Coefficient
of Permeability)

3.2.4影响渗透系数的因素(Factors Affecting the Coefficient of
Permeability)

3.2.5层状地基的等效渗透系数(The Equivalent Permeability of
Stratified Soil)

3.3渗透力及渗透破坏(Seepage Force and Seepage Failure)

3.3.1渗透力(Seepage Force)

3.3.2渗透破坏(Seepage Failure)

3.4二维渗流与流网(Two?Dimensional Flow and Flow Nets)

3.4.1二维稳定渗流场的拉普拉斯方程(Laplace?s Equation for
Two?Dimensional Steady Flow)

3.4.2流网及其应用(Flow Nets and Their Application)

3.4.3各向异性土体的流网(Flow Nets for Anisotropic Soil)

思考题（Thinking Questions）

习题（Exercises）

第4章土的一维压缩与固结(One?Dimensional Compression and
Consolidation of Soil)
4.1概述(Introduction)

4.2土的一维压缩特性及压缩性指标(Characteristics of One?Dimensional
Compressibility of Soil and Compressibility Parameters)

4.2.1侧限压缩试验(Laterally Confined Compression Test)

4.2.2压缩性指标(Compressibility Parameters)

4.2.3应力历史对土的压缩性的影响(Effects of Stress History
on Soil Compressibility)

4.3地基*终沉降量的计算(Settlement Calculation)

4.3.1均质薄土层的一维压缩计算(Calculation of One?Dimensional
Compression of a Uniform Thin Layer of Soil)

4.3.2地基*终沉降量计算的分层总和法(Splitting Summation Method
for Settlement Calculation)

4.4饱和土的渗流固结(Seepage Consolidation of Saturated Soil)

4.4.1饱和土的渗流固结模型(Seepage Consolidation Model of
Saturated Soil)

4.4.2太沙基一维渗流固结理论(One?Dimensional Seepage
Consolidation Theory of Terzaghi)

4.5固结系数的确定方法(Determination of the Coefficient
of Consolidation)

4.5.1时间平方根法(The Root Time Method)

4.5.2时间对数法(The Log Time Method)

4.6黏土的次固结沉降(Secondary Consolidation of Clay)

思考题（Thinking Questions）

习题（Exercises）


第5章土的剪切性状和抗剪强度(Shear Behavior and Shear Strength
of Soil)
5.1概述(Introduction)

5.2排水条件下土的典型剪切性状(Typical Shear Behavior of Soil
under Drained Condition)

5.2.1剪应力作用下土的典型性状(Typical Behavior of Soil to
Shearing Stress)

5.2.2法向有效应力对土的剪切性状的影响(Effect of Normal
Effective Stress on Shear Behavior of Soil)

5.3土的抗剪强度理论(Theory of Shear Strength of Soil)

5.3.1库仑公式及抗剪强度指标(Coulomb?s Law and Shear
Strength Parameters)

5.3.2莫尔?库仑强度理论(Mohr?Coulomb Strength Theory)

5.3.3土的极限平衡状态(Limit Equilibrium State of Soil)

5.4土的剪切试验(Shear Tests of Soil)

5.4.1直接剪切试验(Direct Shear Test)

5.4.2常规三轴试验(Conventional Triaxial Test)

5.4.3无侧限抗压强度试验(Unconfined Compression Test)

5.4.4十字板剪切试验(Vane Shear Test)

5.4.5其他试验方法(Other Test Methods)

5.5常规三轴试验中土的等向压缩性状和剪切性状(Isotropic Compression
and Shear Behavior of Soil in Conventional Triaxial Tests)

5.5.1三轴应力条件下的孔隙压力系数(Pore Pressure Coefficients
under the Triaxial Stress Condition)

5.5.2常规三轴压缩试验的应力路径(Stress Paths in Conventional
Triaxial Compression Tests)

5.5.3常规三轴试验中土的等向压缩性状(Isotropic Compression
Behavior of Soil in Conventional Triaxial Tests)

5.5.4常规三轴压缩试验中砂土的剪切性状(Shear Behavior of Sand in
Conventional Triaxial Compression Tests)

5.5.5常规三轴压缩试验中黏土的剪切性状(Shear Behavior of Clay in
Conventional Triaxial Compression Tests)

思考题（Thinking Questions）

习题（Exercises）

第6章土的临界状态和本构模型(Concept of the Critical State
and Constitutive Models of Soil)
6.1概述(Introduction)

6.2土的临界状态(Concept of the Critical State of Soil)

6.2.1临界状态的定义(Definition of the Critical State)

6.2.2基于临界状态的黏土行为预测(Prediction of Clay Behavior
Based on the Concept of the Critical State)

6.3弹塑性模型及塑性理论基础(Elasto?Plastic Models and
Basic Concepts of Plastic Theory)

6.3.1弹塑性模型(Elasto?Plastic Models)

6.3.2塑性理论基础(Basic Concepts of Plastic Theory)

6.4剑桥黏土模型(Cam?Clay Models)

6.4.1原始剑桥黏土模型(The Original Cam?Clay Model)

6.4.2修正剑桥黏土模型(The Modified Cam?Clay Model)

6.5与状态相关的剪胀性砂土模型(A Sand Model with

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