土木工程网[www.tmgc.net]
土木工程网[www.tmgc.net]
土木工程网[www.tmgc.net]
土木工程网[www.tmgc.net]
土木工程网[www.tmgc.net]
土木工程网[www.tmgc.net]
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岩土材料质量分布与变形之间的相互作用原理 英文版 作者:Jingtao Wang 出版时间:2010年版 内容简介 Rock and soil are the major constituent materials of the lithosphere of the earth. They are also the most widely used engineering materials. Rock and soil exhibit some remarkable characteristics of deformation and strength behavior, such as the pressure sensitivity(or pressure dependency), shear dilatancy, dependency of stress path etc.The two phenomena of pressure sensitivity and shear dilatancy have long been known by people. However, their origin of generation is not explained rationally yet. 目录 Preface Chapter 1 Introduction to Continuum Mechanics 1.1 The definition of a continuum 1.2 Deformation 1.3 Stress 1.4 Velocity fields 1.5 The classical conservation laws and field equations 1.5.1 Lagrange and Euler descriptions of the motion of a continuum 1.5.2 The equation of continuity 1.5.3 The equations of motion 1.5.4 Moment of momentum Chapter 2 Fundamentals of Thermodynamics 2.1 Introduction 2.2 Basic concepts of thermodynamics 2.3 Temperature and the zeroth law of thermodynamics 2.4 Energy 2.5 The first law of thermodynamics 2.6 The second law of thermodynamics 2.7 Reversible and irreversible processes 2.8 Entropy and Clausiusbased models for clay and sand under different stress paths 9.4 Concluding remarks References