音像土力学(英文版)缪林昌,王非 编

1 Introduction
1.1 Soil and Soil Mechanics
1.2 Civil Engineering Problems Related to Soils
1.3 Development of Soil Mechanics
1.4 Contents of Soil Mechanics
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2 Coition and Index Properties of Soil
2.1 Formation of Soil
2.2 Soil Particle Size and Particle Size Distribution Curve
2.2.1 Soil Particle Size
2.2.2 Particle Size Distribution Curve
2.. Grain Size Analysis
. Coition of Soil
..1 Solid Phase
..2 Liquid Phase
.. Air Phase
2.4 Clay Minerals
2.4.1 Structure of Clay Minerals
2.4.2 The Diffuse Double Layer
2.5 Pllysical Features and Index Properties of Soil
2.5.1 Weight-Volume Relitionships
2.5.2 Basic Physical Indexes (w,p,,y, Gs)
2.5.3 Relationships among Unit Weight, Void Ratio, Water Content and Specific Gravity
2.5.4 Relative Density of Cohesionless Soils
2.6 Consistency of Soil-Atterberg Limits
2.6.1 Liquid Limit
2.6.2 Plastic Limit
2.6.3 Shrinkage Limit
2.6.4 Plastic Index and Liquid Index
2.7 Soil Structure
2.8 Activity
Exercises
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3 Compaction and Classification of Soil
3.1 Soil Compaction
3.1.1 Compaction Principles of Soil
3.1.2 Moisture-Density Relationships
3.1.3 Standard Proctor Test
3.1.4 Factors of Affecting Compaction
3.2 Soil Classification
3.2.1 Classification System
3.2.2 Plasticity Chart
Exercises
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4 Sepaelow through Soil
4.1 Introduction
4.2 Darcys Law
4.2.1 Water Head in Soils
4.2.2 Darcys Law
4.3 Determination of the Coefficient of Permeability
4.3.1 Empirical relations for the coefficient of permeability
4.3.2 Determination of the Coefficient of Permeability in the Laboratory
4.3.3 Pumping Test to Determine the Coefficient of Permeability in the Field
4.3.4 Equivalent Coefficient of Permeability in Stratified Soil
4.4 Two Dimensional Flow- LapLaces Equation
4.4.1 LapLaces Equation for Two-Dimensional Steady Flow
4.4,2 Flow Nets
4.5 Principle of Effective Stress
4.5.1 The Principle of Effective Stress
4.5.2 Effective Stress in Saturated Soil with Seepage
4.6 Sepaeorce and Piping
4.6.1 Sepaeorce
4.6.2 Critical Hydraulic Gradient
4.6.3 Piping
Exercises
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5 Stress in a Soil Mass
5.1 Geostatic Stresses
5.1.1 Effective Vertical Geostatic Stress
5.1.2 Effective Horizontal Geostatic Stress
5.2 Contact Pressure
5.2.1 Rigid Foundation
5.2.2 Flexible Foundation
5.3 Pressure at the Bottom of Rigid Foundation
5.3.1 Vertical Load Acting at the Center of the Foundation
5.3.2 Eccentric and Vertical Load Acting on the Foundation
5.3.3 Net Stress
5.4 Stress Distribution in the Ground
5.4.1 Vertical Stress Distribution due to Vertical Point Load
5.4.2 Vertical Stress Distribution due to A Line Load (Infinite lent)5.4.3 Vertical Stress Distribution Caused by a Strip Load (Finite width and Infinite Lent)5.4.4 Vertical Stress Distribution beneath the Corner of a Vertical and Uniformly Load
5.4.5 Vertical Stress Distribution beneath the Center of a Vertical and Uniformly Loaded Circular Foundation
5.4.6 Vertical Stress due to a Linearly Increasing Load on a Rectangular Area
Exercises
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6 Compression and Consolidation of Soil
6.1 Introduction
6.2 Compressibility of Soils
6.2.1 One Dimensional onsolidationTest
6.2.2 e-p Curve
6.. Coefficient of Volume Compressibility mv
6.2.4 e-lg p Curve and Compressibility Index
6.3 Fundamentals of Consolidation
6.3.1 Immediate Settlement Calculation Based on Elastic Theory
6.3.2 Total Settlement of Foundation
6.4 Terzaghis Theory of One-dimensional Consolidation
6.4.1 Terzaghis Theory of One-dimensional Consolidation
6.4.2 Average Degree of Consolidation
6.5 Secondary Consolidation
Exercises
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7 Shear Strength of Soil
7.1 Introduction
7.2 Mohr-Coulomb Failure Criterion
7.2.1 Coulomb Formula
7.2.2 Mohrs Circles & Mohrs Strength Envelope
7.. Mohr-Coulomb Failure Criteria
7.2.4 Failure Envelope
7.3 Determination of Shear Strength Parameters
7.3.1 Testing Types for Shear Strent7.3.2 Direct Shear Test
7.3.3 Unconfined Compression Test
7.3.4 Triaxial Compression Test
7.4 Shear Behaviour of Sand
Exercises
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8 LateralEarth Pressure
8.1 Introduction
8.2 At-Rest, Active, and Passive Earth Pressure
8.3 Earth Pressure At-Rest
8.4 Rankines Earth Pressure Theory
8.4.1 RankinesActive Pressure
8.4.2 Rankines Passive Pressure
8.4.3 Effect of Ground Water
8.4.4 Effect of Cohesive Soil with Horizontal Backfill
8.4.5 Rankine Active and Passive Pressure with Sloping Backfill
8.5 Coulombs Earth Pressure Theory
8.5.1 Coulombs active pressure
8.5.2 Coulombs passive pressure
Exercises
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9 Bearing Capacity of Foundation
9.1 Introduction
9.1.1 General Concept
9.1.2 Modes of Shear Failure
9.2 Allowable Bearing Capacity of Foundations
9.3 Ultimate Bearing Capacity of Shallow Foundations
9.3.1 Prandtrs Method
9.3.2 Terzaghrs Method
9.3.3 General Bearing Capacity Equations
9.4 Characteristic Value of Bearing Capacity of Shallow Foundations
Exercises
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10 Slope Stability
10.1 Introduction
10.2 Slope Stability of Cohesionless Soil
10.3 Slope Stability of Cohesive Soil
10.3.1 Stability Analysis of Infinite Slopes in Cohesive Soil
10.3.2 Total Stress Analysis with ~u = 0
10.3.3 Method of Slices (Swedish Solution)
10.3.4 Bishops Simplified Method
Exercises
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References

几乎所有土木工程的结构物——工业建筑、民用建筑、桥梁、高速公路、隧道、地铁、各种地下墙体、各种塔、各种河渠、机场、土石坝等都必须建在地球表面或地下，每种结构物必须有合适的基础，以保其沉降可控、稳定和安全运营。人们在长期的工程实践和科学研究中，建立了较完善和系统的土力学原理，为解决岩土工程的工程难题提供了有力的理论基础和技术指导。土力学是描述土的物理力学特与原理的科学，它被用来直接解决岩土工程、地下工程中所遇到的问题。缪林昌等编著的《土力学》结合工程实践，主要介绍岩土工程中的基本原理，可供土木工程专业或相关专业的生、和工程技术人员学习和参考。