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SOIL MECHANICS(土力学)(英文版) 施建勇人民交通出版社 9787114050534 正版旧书

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作者: 施建勇
出版社: 人民交通出版社
ISBN: 9787114050534

出版时间: 2004-07
装帧: 线装
页数: 342页

作者: 施建勇
出版社: 人民交通出版社

ISBN: 9787114050534
出版时间: 2004-07

装帧: 线装
页数: 342页

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商品分类：

自然科学

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273174

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温馨提示：亲！旧书库存变动比较快，有时难免会有断货的情况，为保证您的利益，拍前请务必联系卖家咨询库存情况！谢谢！书名：SOIL MECHANICS(土力学)(英文版)
编号：273174
ISBN：9787114050534[十位:]
作者：施建勇
出版社：人民交通出版社
出版日期：2004年07月
页数：342
定价：26.00 元
参考重量：0.420Kg
-------------------------
新旧程度：6-9成新左右，不影响阅读，详细情况请咨询店主
如图书附带、磁带、学习卡等请咨询店主是否齐全* 图书目录 *CHAFFER 1 PHYSICAL PROPERTIES AND ENGINEERING CLASSIFICATION OF SOIL
1.1 Formation of Soil
1.2 Components of Soil
1.2.1 Solid Phase
1.2.2 Liquid Phase
1.2.3 Vapor Phase
1.3 Soil Fabric
1.3.1 Interaction between Soil Particles
1.3.2 Soil Fabric
1.4 Physical Features and Indexes of Soii
1.4.1 Basic Physical Indexes
1.4.2 Calculated Physical Indexes
1.4.3 Conversion between Physical Indexes
1.5 Relative Density of Cohesionless Soil, Consistency of Cohesive Soil and Soil Compaction
1.5.1 Relative Density of Cohesionless Soil
1.5.2 Consistency of Cohesive Soil
1.5.3 Soil Compaction
1.6 Soil Classification
CI-tAFFER 2 WATER FLOW THROUGH SOIL
2.1 Introduction
2.2 Driving Potential——Total Head
2.3 Darcy's Law
2.3.1 Darcy's Law
2.3.2 Validity of Darcy's Law
2.4 Determination of the Coefficient of Permeability
2.4.1 Empirical Relationships for k
2.4.2 Determination of k in the Laboratory
2.4.3 Pumping Test to Determine k in the Field
2.4.4 The Coefficient of Permeability of Soil Layers
2.5 Two-Dimensional Flow of Water through Soil and Flow Net
2.5.1 Laplace's Equation for Two-Dimensional Steady Flow
2.5.2 Flow Net
2.6 Effective Stress and Pore Water Pressure in soil
2.6.1 The Principle of Effective Stress
2.6.2 Effective Stresses due to Hydrostatic Stress Fields
2.6.3 Effects of Seepage
2.7 Seepage Force and Critical Hydraulic Gradient
2.7.1 Seepage Force
2.7.2 Heaving, Boiling, and Piping
2.7.3 Critical Hydraulic Gradient
CHAPTER 3 STRESSES IN SOIL
3.1 Introduction
3.2 Effective Overburden Pressure in the Ground
3.3 Contact Pressure between the Foundation and the Ground
3.3.1 Contact Pressure due to Vertical Centric Load
3.3.2 Contact Pressure due to Vertical Eccentric Load
3.3.3 Contact Pressure due to Inclined Eccentric Load
3.4 Stress Increase in the Ground
3.4.1 Stress Increase in Spatial Problems
3.4.2 Stress Increase in Plane Problems
3.4.3 Effective Overburden Pressure of Embankment and Contact Pressure between Embankment and Ground
CHAPTER 4 COMPRESSION AND CONSOLIDATION OF SOIL
4.1 Introduction
4.2 Soil Compressibility Characteristics
……
CHAPTER 5 SHEAR STRENGTH OF SOIL
CHAPTER 6 EARTH PRESSURE ON RETAINING STRUCTURES
CHAPTER 7 SLOPE STABILITY
CHAPTER 8 BEARING CAPACITY OF FOUNDATIONS
REEERENCES
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