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土力學(第2版) 版權信息
- ISBN：9787302528517
- 條形碼：9787302528517 ; 978-7-302-52851-7
- 裝幀：平裝-膠訂
- 冊數：暫無
- 重量：暫無
- 所屬分類：>>
土力學(第2版) 本書特色
本書立足于經典土力學的內容，并吸收部分現代土力學的發展成果，系統地介紹了土的基本行為特性、土力學的基本原理和分析計算方法。
土力學(第2版) 內容簡介
本書自2015年初版以來，一直作為生課程教材和教學參考書使用，在廣大師生及讀者使用過程中，發現了一些問題及不足之處，并給出了很好好的反饋和建議。根據這些反饋和建議，并結合這幾年積累的教學經驗，特對本書進行修訂。
本書第2版保持了版的思想和基本框架，除了對版中存在的錯誤和部分論述進行了修正以外，特邀請哈爾濱工業大學（深圳）陳銳編寫了“非飽和土的基本狀”一章，作為第2版的新增內容。本書版重點介紹了飽和土的狀及關理論，但是地球表面有很大一部分是屬于干旱或半干旱地帶，實際工程經常涉及非飽和土，部分現象（如降雨后的滑坡、濕陷黃土的增濕變形和膨脹土遇水膨脹等）即由非飽和土體浸水后應力狀態的變化所引發？紤]到部分生后就從事與巖土工程相關的工作，因此有必要讓他們在階段接觸并初步了解非飽和土的基本狀和關理論，建立對非飽和土的基本認識。
土力學(第2版) 目錄
緒論(Introduction)
**章土的物理質及分類(Physical Properties of Soil
and Soil Classification)
1.1概述(Introduction)
1.2土的形成(Soil Formation)
1.2.1風化作用(Weathering)
1.2.2搬運與沉積(Transportation and Sedimentation)
1.3土的組成(Coition of Soil)
1.3.1固體顆粒(Solid Particle)
1.3.2土中水(Water in Soil)
1.3.3土中氣(Air in Soil)
1.4土的結構與構造(Soil Fabric and Soil Structure)
1.4.1土的結構(Soil Fabric)
1.4.2土的構造(Soil Structure)
1.5土的物理質指標(Physical Property Indexes of Soil)
1.5.1基本指標(Basic Indexes)
1.5.2換算指標(Converted Indexes)
1.5.3指標之間的換算(Relationships between Indexes)
1.6土的物理狀態指標(Physical State Indexes of Soil)
1.6.1無黏土的對密度(Relative Density of Cohesionless Soil)
1.6.2黏土的界含水及狀態指標(Boundary Water Contents and
State Indexes of Cohesive Soil)
1.7土的分類(Soil Classification)
1.7.1土的分類原則(Principles of Soil Classification)
1.7.2《土的工程分類標準》的分類(Classification of Standard for
Engineering Classification of Soil)
1.7.3《建筑地基基礎設計規范》的分類(Classification of Code for
Design of Building Foundation)
1.8土的壓實(Soil Compaction)
1.8.1黏土的壓實(Compaction of Cohesive Soil)
1.8.2無黏土的壓實(Compaction of Cohesionless Soil)
思考題（Thinking estions）
習題（Exercises）
第2章土中應力(Stresses in Soil)
2.1概述(Introduction)
2.2應力、應變和土的彈變形(Stresses, Strains and Elastic
Deformation of Soil)
2.2.1應力(Stresses)
2.2.2應變(Strains)
2.2.3胡克定律(Hookes Law)
2.3有效應力原理(The Principle of Effective Stress)
2.4土的自重應力(Stresses Due to SelfWeight of Soil)
2.4.1豎向自重應力(Vertical Stress Due to SelfWeight of Soil)
2.4.2水平自重應力(Horizontal Stress Due to SelfWeight of Soil)
2.5基底壓力(Contact Pressure under Foundations)
2.5.1柔基礎與剛基礎的基底壓力分布(Contact Pressure Distribution
under Flexible Foundations and Rigid Foundations)
2.5.2基底壓力的簡化計算(Simplified Calculation of
Contact Pressure)
2.5.3基底附加壓力(Additional Pressure under Foundations)
2.6地基附加應力(Additional Stresses in Soil)
2.6.1集中力作用下的地基附加應力(Additional Stresses
in Soil Due to a Point Load)
2.6.2分布荷載作用下的地基附加應力(Additional Stresses in
Soil Due to Distributed Loads)
2.6.3平面應變問題的地基附加應力(Additional Stresses in
Soil under Plain Strain Condition)
思考題（Thinking estions）
習題（Exercises）
第3章土的滲透與滲流(PermeabiliyndFlw of
Water through Soil)
3.1概述(Introduction)
3.2土的滲透規律(Law for Flow of Water through Soil)
3.2.1水頭與水力梯度(Head and Hydraulic Gradient)
3.2.2達西滲透定律(Darcys Law)
3.2.3滲透系數的測定(Determination of the Coefficient
of Permeability)
3.2.4影響滲透系數的因素(Factors Affecting the Coefficient of
Permeability)
3.2.5層狀地基的等效滲透系數(The Equivalent Permeability of
Stratified Soil)
3.3滲透力及滲透破壞(Seepage Force and Seepage Failure)
3.3.1滲透力(Seepage Force)
3.3.2滲透破壞(Seepage Failure)
3.4二維滲流與流網(TwoDimensional Flow and Flow Nets)
3.4.1二維穩定滲流場的拉普拉斯方程(Laplaces Equation for
TwoDimensional Steady Flow)
3.4.2流網及其應用(Flow Nets and Their Application)
3.4.3各向異土體的流網(Flow Nets for Anisotropic Soil)
思考題（Thinking estions）
習題（Exercises）
第4章土的一維壓縮與固結(OneDimensional Compression and
Consolidation of Soil)
4.1概述(Introduction)
4.2土的一維壓縮特及壓縮指標(Characteristics of OneDimensional
Compressibility of Soil and Compressibility Parameters)
4.2.1側限壓縮試驗(Laterally Confined Compression Test)
4.2.2壓縮指標(Compressibility Parameters)
4.2.3應力歷史對土的壓縮的影響(Effects of Stress History
on Soil Compressibility)
4.3地基沉降量的計算(Settlement Calculation)
4.3.1均質薄土層的一維壓縮計算(Calculation of OneDimensional
Compression of a Uniform Thin Layer of Soil)
4.3.2地基沉降量計算的分層總和法(Splitting Summation Method
for Settlement Calculation)
4.4飽和土的滲流固結(Seepage Consolidation of Saturated Soil)
4.4.1飽和土的滲流固結模型(Seepage Consolidation Model of
Saturated Soil)
4.4.2太沙基維滲固結理論(OneDimensional Seepage
Consolidation Theory of Terzaghi)
4.5固結系數的確定方法(Determination of the Coefficient
of Consolidation)
4.5.1時間平方根法(The Root Time Method)
4.5.2時間對數法(The Log Time Method)
4.6黏土的次固結沉降(Secondary Consolidation of Clay)
思考題（Thinking estions）
習題（Exercises）
第5章土的剪切狀和抗剪強度(Shear Behavior and Shear Strength
of Soil)
5.1概述(Introduction)
5.2排水條件下土的典型剪切狀(Typical Shear Behavior of Soil
under Drained Condition)
5.2.1剪應力作用下土的典型狀(Typical Behavior of Soil to
Shearing Stress)
5.2.2法向有效應力對土的剪切狀的影響(Effect of Normal
Effective Stress on Shear Behavior of Soil)
5.3土的抗剪強度理論(Theory of Shear Strength of Soil)
5.3.1庫侖公式及抗剪強度指標(Coulombs Law and Shear
Strength Parameters)
5.3.2莫爾庫侖強度理論(MohrCoulomb Strength Theory)
5.3.3土的極限平衡狀態(Limit Equilibrium State of Soil)
5.4土的剪切試驗(Shear Tests of Soil)
5.4.1直接剪切試驗(Direct Shear Test)
5.4.2常規三軸試驗(Conventional Triaxial Test)
5.4.3側抗壓強度試驗(Unconfined Compression Test)
5.4.4十字板剪切試驗(Vane Shear Test)
5.4.5試驗方法(Other Test Methods)
5.5常規三軸試驗中土的等向壓縮狀和剪切狀(Isotropic Compression
and Shear Behavior of Soil in Conventional Triaxial Tests)
5.5.1三軸應力條件下的孔隙壓力系數(Pore Pressure Coefficients
under the Triaxial Stress Condition)
5.5.2常規三軸壓縮試驗的應力路徑(Stress Paths in Conventional
Triaxial Compression Tests)
5.5.3常規三軸試驗中土的等向壓縮狀(Isotropic Compression
Behavior of Soil in Conventional Triaxial Tests)
5.5.4常規三軸壓縮試驗中砂土的剪切狀(Shear Behavior of Sand in
Conventional Triaxial Compression Tests)
5.5.5常規三軸壓縮試驗中黏土的剪切狀(Shear Behavior of Clay in
Conventional Triaxial Compression Tests)
思考題（Thinking estions）
習題（Exercises）
第6章土的臨界狀態和本構模型(Concept of the Critical State
and Constitutive Models of Soil)
6.1概述(Introduction)
6.2土的臨界狀態(Concept of the Critical State of Soil)
6.2.1臨界狀態的定義(Definition of the Critical State)
6.2.2基于臨界狀態的黏土行為預測(Prediction of Clay Behavior
Based on the Concept of the Critical State)
6.3彈塑模型及塑理論基礎(ElastoPlastic Models and
Basic Concepts of Plastic Theory)
6.3.1彈塑模型(ElastoPlastic Models)
6.3.2塑理論基礎(Basic Concepts of Plastic Theory)
6.4劍橋黏土模型(CamClay Models)
6.4.1原始劍橋黏土模型(The Original CamClay Model)
6.4.2修正劍橋黏土模型(The Modified CamClay Model)
6.5與狀態相關的剪脹砂土模型(A Sand Model with
StateDependent Dilatancy)
6.5.1與狀態相關的剪脹(StateDependent Dilatancy)
6.5.2三軸應力空間簡化砂土模型(A Simplified Sand Model
in the Triaxial Stress Space)
思考題（Thinking estions）
習題（Exercises）
第7章非飽和土的基本狀(Fundamental Behavior of
Unsaturated Soil)
7.1概述(Introduction)
7.2毛細作用和吸力(Capillarity and Suction)
7.2.1收縮膜和表面張力(Contractile S nd Surface Tension)
7.2.2毛細作用(Capillarity)
7.2.3吸力(Suction)
7.3非飽和土的應力狀態變量(Stres S Variable for Unsaturated Soil)
7.3.1非飽和土有效應力變量(Effective Stress Variable for
Unsaturated Soil)
7.3.2雙獨立應力狀態變量(Two Independent Stres S Variables)
7.4非飽和土的水力特(Hydraulic Properties of Unsaturated Soil)
7.4.1非飽和土的持水特(Retention Properties of Unsaturated Soil)
7.4.2非飽和土的滲流規律及滲透特(Flow Law and Seepage Properties
of Unsaturated Soil)
7.5非飽和土的變形狀(Deformation Behavior of Unsaturated Soil)
7.5.1吸力對非飽和土變形狀的影響(Effect of Suction on Deformation
Behavior of Unsaturated Soil)
7.5.2非飽和土變形的彈理論(Elasticity Theory for Deformations of
Unsaturated Soil)
7.6非飽和土的抗剪強度特(Shear Strength Properties of Unsaturated Soil)
7.6.1吸力對抗剪強度的貢獻(Contribution of Suction to Shear
Strength)
7.6.2非飽和土抗剪強度理論(Shear Strength Theory for
Unsaturated Soil)
思考題(Thinking estions)
習題(Exercises)
第8章土壓力理論(Earth Pressure Theories)
8.1概述(Introduction)
8.2擋土結構及土壓力(Retaining Structures and Earth Pressures)
8.2.1擋土結構的類型(Types of Retaining Structure)
8.2.2土壓力類型(Types of Earth Pressure)
8.2.3土壓力理論(Earth Pressure Theories)
8.3靜止土壓力的計算(Calculation of the Earth Pressure at Rest)
8.4朗肯土壓力理論(Rankines Earth Pressure Theory)
8.4.1朗肯主動土壓力(Rankines Active Earth Pressure)
8.4.2朗肯被動土壓力(Rankines Passive Earth Pressure)
8.5庫侖土壓力理論(Coulombs Earth Pressure Theory)
8.5.1庫侖主動土壓力(Coulombs Active Earth Pressure)
8.5.2庫侖被動土壓力(Coulombs Passive Earth Pressure)
8.5.3黏土的庫侖土壓力(Coulombs Earth Pressure
for Cohesive Soil)
8.6朗肯與庫侖土壓力理論的比較(Comparison between Rankines and
Coulombs Earth Pressure Theories)
8.7幾種常見情況下的土壓力計算(Earth Pressure Calculation
in Several Common Situations)
8.7.1作用均布荷載時(Effect of UniformlyDistributed Loads)
8.7.2墻后土體分層(Effect of Layered Backfills)
8.7.3有地下水作用(Effect of Ground Water)
思考題（Thinking estions）
習題（Exercises）
第9章土坡穩定分析(Stability Analysis of Soil Slopes)
9.1概述(Introduction)
9.2無黏土坡穩定分析(Stability Analysis of Cohesionless Slopes)
9.2.1無滲流作用時的無黏土坡(Cohesionless Soil Slopes
without Seepage)
9.2.2有滲流作用時的無黏土坡(Cohesionless Soil Slopes under
Seepage Condition)
9.3黏土坡穩定分析(Stability Analysis of Cohesive Slopes)
9.3.1整體圓弧滑動法(The Circular Slip Surface Method)
9.3.2條分法(The Slices Method)
9.4黏土坡穩定分析的方法(Other Methods for Stability
Analysis of Cohesive Slopes)
9.4.1穩定數法(The Stability Number Method)
9.4.2不平衡推力法(The Imbalance Thrust Force Method)
思考題（Thinking estions）
習題（Exercises）
0章地基承載力(Bearing Capacity of Foundation Soil)
10.1概述(Introduction)
10.2地基破壞模式(Failure Modes of Foundation Soil)
10.2.1整體剪切破壞(General Shear Failure)
10.2.2局部剪切破壞(Local Shear Failure)
10.2.3沖切破壞(Punching Shear Failure)
10.3地基臨塑荷載和臨界荷載(The Critical Edge Pressure and the
Critical Pressure of Foundation Soil)
10.3.1塑區邊界方程的推導(Derivation of the Boundary Equation
of Plastic Zone)
10.3.2臨塑荷載及臨界荷載(The Critical Edge Pressure and
the Critical Pressure)
10.4地基極限承載力(The Ultimate Bearing Capacity of Foundation Soil)
10.4.1普朗德爾瑞斯納公式(PrandtlReissners Equation)
10.4.2太沙基公式(Terzaghis Equation)
10.4.3漢森公式(Hansens Equation)
10.4.4地基承載力的安全度(Factor of Safety for Bearing Capacity
of Foundation Soil)
思考題（Thinking estions）
習題（Exercises）
附錄A常用術語符號表(Notations)
附錄B習題參考(Reference Answers)
參考文獻(References)
**章土的物理質及分類(Physical Properties of Soil
and Soil Classification)
1.1概述(Introduction)
1.2土的形成(Soil Formation)
1.2.1風化作用(Weathering)
1.2.2搬運與沉積(Transportation and Sedimentation)
1.3土的組成(Coition of Soil)
1.3.1固體顆粒(Solid Particle)
1.3.2土中水(Water in Soil)
1.3.3土中氣(Air in Soil)
1.4土的結構與構造(Soil Fabric and Soil Structure)
1.4.1土的結構(Soil Fabric)
1.4.2土的構造(Soil Structure)
1.5土的物理質指標(Physical Property Indexes of Soil)
1.5.1基本指標(Basic Indexes)
1.5.2換算指標(Converted Indexes)
1.5.3指標之間的換算(Relationships between Indexes)
1.6土的物理狀態指標(Physical State Indexes of Soil)
1.6.1無黏土的對密度(Relative Density of Cohesionless Soil)
1.6.2黏土的界含水及狀態指標(Boundary Water Contents and
State Indexes of Cohesive Soil)
1.7土的分類(Soil Classification)
1.7.1土的分類原則(Principles of Soil Classification)
1.7.2《土的工程分類標準》的分類(Classification of Standard for
Engineering Classification of Soil)
1.7.3《建筑地基基礎設計規范》的分類(Classification of Code for
Design of Building Foundation)
1.8土的壓實(Soil Compaction)
1.8.1黏土的壓實(Compaction of Cohesive Soil)
1.8.2無黏土的壓實(Compaction of Cohesionless Soil)
思考題（Thinking estions）
習題（Exercises）
第2章土中應力(Stresses in Soil)
2.1概述(Introduction)
2.2應力、應變和土的彈變形(Stresses, Strains and Elastic
Deformation of Soil)
2.2.1應力(Stresses)
2.2.2應變(Strains)
2.2.3胡克定律(Hookes Law)
2.3有效應力原理(The Principle of Effective Stress)
2.4土的自重應力(Stresses Due to SelfWeight of Soil)
2.4.1豎向自重應力(Vertical Stress Due to SelfWeight of Soil)
2.4.2水平自重應力(Horizontal Stress Due to SelfWeight of Soil)
2.5基底壓力(Contact Pressure under Foundations)
2.5.1柔基礎與剛基礎的基底壓力分布(Contact Pressure Distribution
under Flexible Foundations and Rigid Foundations)
2.5.2基底壓力的簡化計算(Simplified Calculation of
Contact Pressure)
2.5.3基底附加壓力(Additional Pressure under Foundations)
2.6地基附加應力(Additional Stresses in Soil)
2.6.1集中力作用下的地基附加應力(Additional Stresses
in Soil Due to a Point Load)
2.6.2分布荷載作用下的地基附加應力(Additional Stresses in
Soil Due to Distributed Loads)
2.6.3平面應變問題的地基附加應力(Additional Stresses in
Soil under Plain Strain Condition)
思考題（Thinking estions）
習題（Exercises）
第3章土的滲透與滲流(PermeabiliyndFlw of
Water through Soil)
3.1概述(Introduction)
3.2土的滲透規律(Law for Flow of Water through Soil)
3.2.1水頭與水力梯度(Head and Hydraulic Gradient)
3.2.2達西滲透定律(Darcys Law)
3.2.3滲透系數的測定(Determination of the Coefficient
of Permeability)
3.2.4影響滲透系數的因素(Factors Affecting the Coefficient of
Permeability)
3.2.5層狀地基的等效滲透系數(The Equivalent Permeability of
Stratified Soil)
3.3滲透力及滲透破壞(Seepage Force and Seepage Failure)
3.3.1滲透力(Seepage Force)
3.3.2滲透破壞(Seepage Failure)
3.4二維滲流與流網(TwoDimensional Flow and Flow Nets)
3.4.1二維穩定滲流場的拉普拉斯方程(Laplaces Equation for
TwoDimensional Steady Flow)
3.4.2流網及其應用(Flow Nets and Their Application)
3.4.3各向異土體的流網(Flow Nets for Anisotropic Soil)
思考題（Thinking estions）
習題（Exercises）
第4章土的一維壓縮與固結(OneDimensional Compression and
Consolidation of Soil)
4.1概述(Introduction)
4.2土的一維壓縮特及壓縮指標(Characteristics of OneDimensional
Compressibility of Soil and Compressibility Parameters)
4.2.1側限壓縮試驗(Laterally Confined Compression Test)
4.2.2壓縮指標(Compressibility Parameters)
4.2.3應力歷史對土的壓縮的影響(Effects of Stress History
on Soil Compressibility)
4.3地基沉降量的計算(Settlement Calculation)
4.3.1均質薄土層的一維壓縮計算(Calculation of OneDimensional
Compression of a Uniform Thin Layer of Soil)
4.3.2地基沉降量計算的分層總和法(Splitting Summation Method
for Settlement Calculation)
4.4飽和土的滲流固結(Seepage Consolidation of Saturated Soil)
4.4.1飽和土的滲流固結模型(Seepage Consolidation Model of
Saturated Soil)
4.4.2太沙基維滲固結理論(OneDimensional Seepage
Consolidation Theory of Terzaghi)
4.5固結系數的確定方法(Determination of the Coefficient
of Consolidation)
4.5.1時間平方根法(The Root Time Method)
4.5.2時間對數法(The Log Time Method)
4.6黏土的次固結沉降(Secondary Consolidation of Clay)
思考題（Thinking estions）
習題（Exercises）
第5章土的剪切狀和抗剪強度(Shear Behavior and Shear Strength
of Soil)
5.1概述(Introduction)
5.2排水條件下土的典型剪切狀(Typical Shear Behavior of Soil
under Drained Condition)
5.2.1剪應力作用下土的典型狀(Typical Behavior of Soil to
Shearing Stress)
5.2.2法向有效應力對土的剪切狀的影響(Effect of Normal
Effective Stress on Shear Behavior of Soil)
5.3土的抗剪強度理論(Theory of Shear Strength of Soil)
5.3.1庫侖公式及抗剪強度指標(Coulombs Law and Shear
Strength Parameters)
5.3.2莫爾庫侖強度理論(MohrCoulomb Strength Theory)
5.3.3土的極限平衡狀態(Limit Equilibrium State of Soil)
5.4土的剪切試驗(Shear Tests of Soil)
5.4.1直接剪切試驗(Direct Shear Test)
5.4.2常規三軸試驗(Conventional Triaxial Test)
5.4.3側抗壓強度試驗(Unconfined Compression Test)
5.4.4十字板剪切試驗(Vane Shear Test)
5.4.5試驗方法(Other Test Methods)
5.5常規三軸試驗中土的等向壓縮狀和剪切狀(Isotropic Compression
and Shear Behavior of Soil in Conventional Triaxial Tests)
5.5.1三軸應力條件下的孔隙壓力系數(Pore Pressure Coefficients
under the Triaxial Stress Condition)
5.5.2常規三軸壓縮試驗的應力路徑(Stress Paths in Conventional
Triaxial Compression Tests)
5.5.3常規三軸試驗中土的等向壓縮狀(Isotropic Compression
Behavior of Soil in Conventional Triaxial Tests)
5.5.4常規三軸壓縮試驗中砂土的剪切狀(Shear Behavior of Sand in
Conventional Triaxial Compression Tests)
5.5.5常規三軸壓縮試驗中黏土的剪切狀(Shear Behavior of Clay in
Conventional Triaxial Compression Tests)
思考題（Thinking estions）
習題（Exercises）
第6章土的臨界狀態和本構模型(Concept of the Critical State
and Constitutive Models of Soil)
6.1概述(Introduction)
6.2土的臨界狀態(Concept of the Critical State of Soil)
6.2.1臨界狀態的定義(Definition of the Critical State)
6.2.2基于臨界狀態的黏土行為預測(Prediction of Clay Behavior
Based on the Concept of the Critical State)
6.3彈塑模型及塑理論基礎(ElastoPlastic Models and
Basic Concepts of Plastic Theory)
6.3.1彈塑模型(ElastoPlastic Models)
6.3.2塑理論基礎(Basic Concepts of Plastic Theory)
6.4劍橋黏土模型(CamClay Models)
6.4.1原始劍橋黏土模型(The Original CamClay Model)
6.4.2修正劍橋黏土模型(The Modified CamClay Model)
6.5與狀態相關的剪脹砂土模型(A Sand Model with
StateDependent Dilatancy)
6.5.1與狀態相關的剪脹(StateDependent Dilatancy)
6.5.2三軸應力空間簡化砂土模型(A Simplified Sand Model
in the Triaxial Stress Space)
思考題（Thinking estions）
習題（Exercises）
第7章非飽和土的基本狀(Fundamental Behavior of
Unsaturated Soil)
7.1概述(Introduction)
7.2毛細作用和吸力(Capillarity and Suction)
7.2.1收縮膜和表面張力(Contractile S nd Surface Tension)
7.2.2毛細作用(Capillarity)
7.2.3吸力(Suction)
7.3非飽和土的應力狀態變量(Stres S Variable for Unsaturated Soil)
7.3.1非飽和土有效應力變量(Effective Stress Variable for
Unsaturated Soil)
7.3.2雙獨立應力狀態變量(Two Independent Stres S Variables)
7.4非飽和土的水力特(Hydraulic Properties of Unsaturated Soil)
7.4.1非飽和土的持水特(Retention Properties of Unsaturated Soil)
7.4.2非飽和土的滲流規律及滲透特(Flow Law and Seepage Properties
of Unsaturated Soil)
7.5非飽和土的變形狀(Deformation Behavior of Unsaturated Soil)
7.5.1吸力對非飽和土變形狀的影響(Effect of Suction on Deformation
Behavior of Unsaturated Soil)
7.5.2非飽和土變形的彈理論(Elasticity Theory for Deformations of
Unsaturated Soil)
7.6非飽和土的抗剪強度特(Shear Strength Properties of Unsaturated Soil)
7.6.1吸力對抗剪強度的貢獻(Contribution of Suction to Shear
Strength)
7.6.2非飽和土抗剪強度理論(Shear Strength Theory for
Unsaturated Soil)
思考題(Thinking estions)
習題(Exercises)
第8章土壓力理論(Earth Pressure Theories)
8.1概述(Introduction)
8.2擋土結構及土壓力(Retaining Structures and Earth Pressures)
8.2.1擋土結構的類型(Types of Retaining Structure)
8.2.2土壓力類型(Types of Earth Pressure)
8.2.3土壓力理論(Earth Pressure Theories)
8.3靜止土壓力的計算(Calculation of the Earth Pressure at Rest)
8.4朗肯土壓力理論(Rankines Earth Pressure Theory)
8.4.1朗肯主動土壓力(Rankines Active Earth Pressure)
8.4.2朗肯被動土壓力(Rankines Passive Earth Pressure)
8.5庫侖土壓力理論(Coulombs Earth Pressure Theory)
8.5.1庫侖主動土壓力(Coulombs Active Earth Pressure)
8.5.2庫侖被動土壓力(Coulombs Passive Earth Pressure)
8.5.3黏土的庫侖土壓力(Coulombs Earth Pressure
for Cohesive Soil)
8.6朗肯與庫侖土壓力理論的比較(Comparison between Rankines and
Coulombs Earth Pressure Theories)
8.7幾種常見情況下的土壓力計算(Earth Pressure Calculation
in Several Common Situations)
8.7.1作用均布荷載時(Effect of UniformlyDistributed Loads)
8.7.2墻后土體分層(Effect of Layered Backfills)
8.7.3有地下水作用(Effect of Ground Water)
思考題（Thinking estions）
習題（Exercises）
第9章土坡穩定分析(Stability Analysis of Soil Slopes)
9.1概述(Introduction)
9.2無黏土坡穩定分析(Stability Analysis of Cohesionless Slopes)
9.2.1無滲流作用時的無黏土坡(Cohesionless Soil Slopes
without Seepage)
9.2.2有滲流作用時的無黏土坡(Cohesionless Soil Slopes under
Seepage Condition)
9.3黏土坡穩定分析(Stability Analysis of Cohesive Slopes)
9.3.1整體圓弧滑動法(The Circular Slip Surface Method)
9.3.2條分法(The Slices Method)
9.4黏土坡穩定分析的方法(Other Methods for Stability
Analysis of Cohesive Slopes)
9.4.1穩定數法(The Stability Number Method)
9.4.2不平衡推力法(The Imbalance Thrust Force Method)
思考題（Thinking estions）
習題（Exercises）
0章地基承載力(Bearing Capacity of Foundation Soil)
10.1概述(Introduction)
10.2地基破壞模式(Failure Modes of Foundation Soil)
10.2.1整體剪切破壞(General Shear Failure)
10.2.2局部剪切破壞(Local Shear Failure)
10.2.3沖切破壞(Punching Shear Failure)
10.3地基臨塑荷載和臨界荷載(The Critical Edge Pressure and the
Critical Pressure of Foundation Soil)
10.3.1塑區邊界方程的推導(Derivation of the Boundary Equation
of Plastic Zone)
10.3.2臨塑荷載及臨界荷載(The Critical Edge Pressure and
the Critical Pressure)
10.4地基極限承載力(The Ultimate Bearing Capacity of Foundation Soil)
10.4.1普朗德爾瑞斯納公式(PrandtlReissners Equation)
10.4.2太沙基公式(Terzaghis Equation)
10.4.3漢森公式(Hansens Equation)
10.4.4地基承載力的安全度(Factor of Safety for Bearing Capacity
of Foundation Soil)
思考題（Thinking estions）
習題（Exercises）
附錄A常用術語符號表(Notations)
附錄B習題參考(Reference Answers)
參考文獻(References)
展開全部
土力學(第2版) 作者簡介
蘇棟，男，深圳大學土木工程學院教授，廣東省高等學！扒О偈こ獭笔〖壟囵B對象，深圳市高層次專業人才，深圳大學首屆荔園優青。主講“土力學”“基礎工程”“高等土力學與基礎工程”等課程。作為課題負責人，承擔了國家自然科學基金項目4項，深圳大學精品課程項目1項，發表學術、教研論文約50篇，獲得國家發明專利1項，實用新型專利3項，多次獲得深圳大學優秀本科課堂教學獎和學術創新獎。
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