目录 再版前言 Unit 1 Text Soil Mechanies 土力学 Reading Material Geologic Origins of Soils 阅读材料土的地质起源 Unit 2 Text Soil Failure Surfaces 土体破坏面 Reading Material Mechanical Behavior of Soils 阅读材料土体的力学性能 Unit 3 Text Consolidation 固结 Reading Material Secondary Compression 阅读材料次压缩 Unit 4 Text Rock Strain 岩石的应变 Reading Material Rock Strain 阅读材料岩石的应变 Unit 5 Text Darcy's Experimental Law and Field Extensions 达西实验定律及现场应用 Reading Material Physical Interpretation of Darcy's Proportionality Constant 阅读材料达西渗透系数的物理解释 Unit 6 Text Subsurface Aqueous System and Solute 地下含水系统及其溶质 Reading Material Structure of Water and Water Reaction for Mass 阅读材料水结构和水对物质的反应 Unit 7 Text Rock and Weathering 岩石与风化 Reading Material Rock and Weathering 阅读材料岩石与风化 Unit 8 Text Rock Mass Classification 岩体分类 Reading Material Geomechanics Classification of Rock Mass 阅读材料岩体的地质力学分类 Unit 9 Text Bearing Capacity of Foundations 地基承载力 Reading Material Bearing-Capacity Examples 阅读材料承载力实例 Unit 10 Text Foundations 基础 Reading Material Foundation Engineering 阅读材料基础工程 Unit 11 Text Dams 大坝 Reading Material Dams 阅读材料大坝 Unit 12 Text Concrete Gravity Dams on Rock Foundations 岩基上的混凝土重力坝 Reading Material Concrete Gravity Dams on Soft Foundations 阅读材料软基上的混凝土重力坝 Unit 13 Text Retaining Wails 挡土墙 Reading Material Retaining Walls 阅读材料挡土墙 Unit 14 Text Deformation of Rock Slopes 岩质边坡的变形 Reading Material Landslides 阅读材料滑坡 Unit 15 Text Monitoring Landslide Triggers 监测滑坡的触发 Reading Material Monitoring Landslide Triggers 阅读材料监测滑坡的触发 Unit 16 Text Shotcrete Support 喷混凝土支护 Reading Material Steel Fibre Reinforced Micro Silica Shotcrete 阅读材料钢纤维加筋微量硅粉喷混凝土 Unit 17 Text Rockbolts 岩石锚杆 Reading Material Cables 阅读材料锚索 Unit 18 Text Stability Analysis of Tunnel Excavation 洞室开挖稳定分析 Reading Material Analysis of Complete Excavation of Tunnel 阅读材料洞室全断面开挖分析 Unit 19 Text Numerical Methods of Stress Analysis of Rock Mass 岩体应力分析的数值方法 Reading Material Numerical Methods of Stress Analysis of Rock Mass 阅读材料岩体应力分析的数值方法 Unit 20 Text How Tunnels Are Built 如何建设隧洞 Reading Material Shields 阅读材料盾构 附录 科技文章翻译和写作(摘要)指南 References
以下为对购买帮助不大的评价