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Soil Mechanics (第2版) 版权信息
- ISBN:9787569322934
- 条形码:9787569322934 ; 978-7-5693-2293-4
- 装帧:暂无
- 册数:暂无
- 重量:暂无
- 所属分类:>
Soil Mechanics (第2版) 内容简介
本书是土木工程专业的核心课程土力学的英文版教材。本教材既注重适合我国土力学课程的知识结构体系,又吸收国外经典土力学英文原版教材的精髓,采用我国现行的规范和标准进行编写。全书重视土力学基本理论和知识、技能的阐述,力求把知识的传授与能力的培养结合起来,内容丰富、条理清晰、系统性和逻辑性较强,便于学生系统学习和深入理解。 本书内容共分8章,包括土的基本性质和工程分类、土的渗透性和渗流力、地基中的应力分布、土的压缩性和固结、抗剪强度、地基承载力、边坡稳定分析,以及土压力和挡土墙。每章开始有思维导图,知识点清晰,每章后附有习题和参考文献,附录中列出了土力学常用专业名词英汉对照和习题答案,为学生和教师的学习和查阅提供了方便。 本书可作为高等院校土木工程专业土力学课程的双语教材,其内容与中文教材的知识体系相呼应,也可作为相关专业(水利水电工程、采矿工程、交通运输工程等)的土力学课程的双语教材,以及研究生和工程科技人员的参考书。
Soil Mechanics (第2版) 目录
Preface
About the Authors
List of Symbols
Introduction
Chapter 1 Basic Characteristics and Engineering Classification of Soils
1.1 Introduction
1.2 Soil Composition and Phase Relationships
1.3 Soil Fabric
1.4 Particle Size Analysis
1.5 Density Properties for Granular Soils
1.6 Plasticity Properties of Soils
1.7 Soil Compaction
1.8 Engineering Classification of Soils
Exercises
Bibliography
Chapter 2 Permeability of Soil and Seepage Force
2.1 Introduction
2.2 Capillary Phenomena
2.3 Groundwater Movement and Darcy's Law
2.4 Determination of Permeability Coefficient
2.5 Flow Nets
2.6 Seepage Force
2.7 Critical Hydraulic Gradient
Exercises
Bibliography
Chapter 3 Stress Distribution in Soil
3.1 Introduction
3.2 Stresses Due to Self-Weight
3.3 Effective Stress Principle
3.4 Contact Pressure between the Foundation and the Ground
3.5 Additional Stress in Ground Base
3.6 Additional Stress in Plane Problem
Exercises
Bibliography
Chapter 4 Compression and Consolidation of Soils
4.1 Introduction
4.2 Compressibility Characteristics
4.3 Calculation of Settlement of Foundation
4.4 One-Dimensional Consolidation Theory
Exercises
Bibliography
Chapter 5 Shear Strength
5.1 Shear Resistance
5.2 Mohr-Coulomb Failure Criterion
5.3 Shear Strength Tests
5.4 Effective Stress Paths
5.5 Characteristics of Shear Strength of Cohesionless Soil
5.6 Characteristics of Shear Strength of Cohesive Soil
Exercises
Bibliography
Chapter 6 Bearing Capacity
6.1 Introduction
6.2 Critical Edge Pressure
6.3 Prandtl's Bearing Capacity Theory
6.4 Modification of Prandtl's Bearing Capacity Theory
6.5 Terzaghi's Bearing Capacity Theory
Exercises
Bibliography
Chapter 7 Slope Stability Analysis
7.1 Introduction
7.2 Factors and Engineering Measures that Influence Soil Slope Stability
7.3 Stability Analysis of Cohesionless Soil Slope
7.4 Stability Analysis of a Cohesive Soil Slope
7.5 Stability Number Method
Exercises
Bibliography
Chapter 8 Earth Pressure and Retaining Walls
8.1 Introduction
8.2 Earth Pressure on the Retaining Wall
8.3 Calculation of the At-Rest Earth Pressure
8.4 Rankine's Earth Pressure Theory
8.5 Coulomb's Earth Pressure Theory
8.6 Design of Earth-Retaining Structures
Exercises
Bibliography
Appendix A: English-Chinese Translation of Frequently Used Terminologies
Appendix B: Answers to the Exercises
Index
About the Authors
List of Symbols
Introduction
Chapter 1 Basic Characteristics and Engineering Classification of Soils
1.1 Introduction
1.2 Soil Composition and Phase Relationships
1.3 Soil Fabric
1.4 Particle Size Analysis
1.5 Density Properties for Granular Soils
1.6 Plasticity Properties of Soils
1.7 Soil Compaction
1.8 Engineering Classification of Soils
Exercises
Bibliography
Chapter 2 Permeability of Soil and Seepage Force
2.1 Introduction
2.2 Capillary Phenomena
2.3 Groundwater Movement and Darcy's Law
2.4 Determination of Permeability Coefficient
2.5 Flow Nets
2.6 Seepage Force
2.7 Critical Hydraulic Gradient
Exercises
Bibliography
Chapter 3 Stress Distribution in Soil
3.1 Introduction
3.2 Stresses Due to Self-Weight
3.3 Effective Stress Principle
3.4 Contact Pressure between the Foundation and the Ground
3.5 Additional Stress in Ground Base
3.6 Additional Stress in Plane Problem
Exercises
Bibliography
Chapter 4 Compression and Consolidation of Soils
4.1 Introduction
4.2 Compressibility Characteristics
4.3 Calculation of Settlement of Foundation
4.4 One-Dimensional Consolidation Theory
Exercises
Bibliography
Chapter 5 Shear Strength
5.1 Shear Resistance
5.2 Mohr-Coulomb Failure Criterion
5.3 Shear Strength Tests
5.4 Effective Stress Paths
5.5 Characteristics of Shear Strength of Cohesionless Soil
5.6 Characteristics of Shear Strength of Cohesive Soil
Exercises
Bibliography
Chapter 6 Bearing Capacity
6.1 Introduction
6.2 Critical Edge Pressure
6.3 Prandtl's Bearing Capacity Theory
6.4 Modification of Prandtl's Bearing Capacity Theory
6.5 Terzaghi's Bearing Capacity Theory
Exercises
Bibliography
Chapter 7 Slope Stability Analysis
7.1 Introduction
7.2 Factors and Engineering Measures that Influence Soil Slope Stability
7.3 Stability Analysis of Cohesionless Soil Slope
7.4 Stability Analysis of a Cohesive Soil Slope
7.5 Stability Number Method
Exercises
Bibliography
Chapter 8 Earth Pressure and Retaining Walls
8.1 Introduction
8.2 Earth Pressure on the Retaining Wall
8.3 Calculation of the At-Rest Earth Pressure
8.4 Rankine's Earth Pressure Theory
8.5 Coulomb's Earth Pressure Theory
8.6 Design of Earth-Retaining Structures
Exercises
Bibliography
Appendix A: English-Chinese Translation of Frequently Used Terminologies
Appendix B: Answers to the Exercises
Index
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