土力学（英文版）

本书共8章，主要内容包括绪论、土的物理性质及工程分类、土中应力、土的压缩性与地基沉降、土的抗剪强度、土压力、土坡稳定性、地基承载力。本书结合我国土力学课程的教学特点与内容，根据全国高等学校土木工程专业指导委员会提出的本科专业建设、认证标准要求和时代发展的需要，将相关的最新国家和行业标准条文融入其中，内容简明扼要，通俗易懂，图文并茂，重点突出，强调对土力学基本原理的理解和应用。书中还配套了立体化数字资源，可供读者延伸知识学习。

贾彩虹，女，南京工程学院土木系主任，副教授，长期从事岩土工程方面的研究，从教20余年，主讲土力学、基础工程等课程，曾主编《土力学》、参编《基础工程》等教材，发表教研科研论文多篇，主持省部级以上项目多项。

Contents 0Introduction(1) Chapter 1Physical Properties and Engineering Classification of Soil(8) 1.1The formation of soil(8) 1.2Composition of soil(10) 1.3Structure and structure of soil(25) 1.4Physical property index of soil(28) 1.5Compaction mechanism and engineering control of soil(42) 1.6Engineering classification of soil(49) Chapter 2Stress in Foundation(57) 2.1General introduction(57) 2.2Selfweight stress in foundation(58) 2.3Base pressure(62) 2.4Additional stress in foundation(69) Chapter 3Soil Permeability and Permeability Stability(92) 3.1General introduction(92) 3.2Soil permeability(92) 3.3Application of twodimensional seepage and flow network(102) 3.4Permeation stability(106) 3.5Pore water pressure and effective stress in soil mass under different conditions (112) Chapter 4Compressibility of Soil and Foundation Settlement(117) 4.1General introduction(117) 4.2Compressibility of soil(117) 4.3Calculation of final settlement of foundation(128) 4.4One dimensional consolidation theory of saturated cohesive soil(157) Chapter 5Shear Strength of Soil(172) 5.1Introduction(172) 5.2Shear strength theory of soil(173) 5.3Shear strength test of soil(178) 5.4Shear strength of saturated cohesive soil(189) 5.5Shear strength of cohesionless soil(197) Chapter 6Earth Pressure(200) 6.1Introduction(200) 6.2Earth pressure on retaining wall side(200) 6.3Rankine earth pressure theory(203) 6.4Coulomb earth pressure theory(212) Chapter 7Stability Analysis of Soil Slope(228) 7.1Introduction(228) 7.2Stability analysis of cohesionless soil slope(230) 7.3Stability analysis of cohesive soil slope(232) 7.4Stability analysis of soil slope under special circumstances(248) Chapter 8Bearing Capacity of Foundation(251) 8.1Introduction(251) 8.2Determine the bearing capacity of foundation according to the depth of plastic deformation zone(252) 8.3Ultimate bearing capacity of foundation(258)