降雨诱发滑坡-稳定分析和概论评价-(英文版)

内容简介

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　　《降雨诱发滑坡：稳定分析和概率评价（英文版）》的主要研究内容包括：降雨入渗土坡理论和稳定性评价方法、非饱和土渗流变形耦合理论、基于渗流变形耦合的边坡可靠度分析、裂隙土坡和碎石土坡的降雨入渗和稳定性分析、基于随机场的非均质土坡风险评价、预测模型的概率校准。　　《降雨诱发滑坡：稳定分析和概率评价（英文版）》的读者对象主要是岩土力学与岩土工程、工程地质领域的科研人员、工程人员以及高等院校相关专业的师生，也可供土建、水利水电、冶金、公路、铁路等领域从事工程地质或岩土力学研究的科技人员参考。我国设有岩土工程和工程地质专业的科研单位和大专院校有上千所，滑坡和边坡工程是相关单位工程咨询和科研的主要方向之一，预计社会需求较大。

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目录

Chapter 1 Introduction1．1 Slope Failures Under Rainfall and Failure Mechanisms1．2 Recent Advances and Hot Research Topics1．3 Outline of The BookReferencesChapter 2 Infiltration and Seepage Analysis in Soil Slopes2．1 Introduction2．2 Estimation of Infiltration Rate Based on Conceptual Model2．2．1 Mechanism of Infiltration in Soils2．2．2 Green-ampt Model for Infiltration of Constant Rainfall on A Level Ground2．2．3 Infiltration of Constant Rainfall on A Sloping Ground2．2．4 Infiltration of Time-varied Rainfall on A Sloping Ground2．3 Seepage Analysis in Unsaturated Soil Slopes Based on Physical Governing Equation2．3．1 Governing Equation of Water Flow in Unsaturated Soil2．3．2 Hydraulic Properties of Unsaturated Soils2．3．2．1 Soil-water characteristic curve2．3．2．2 Coefficient of permeability function2．4 Analytical Solutions of the Richards Equation2．4．1 Analytical Solution of One-dimensional Infiltration Under Constant Rainfall2．4．2 Analytical Solution of One-dimensional Infiltration Under Time-varied Rainfall2．4．3 Effect of Soil Properties， Boundary Conditions， and Initial Conditions2．4．3．1 Saturated permeability ks2．4．3．2 Desaturation coefficient asy2．4．3．3 E/i[ective water content 鑣-鑢2．4．3．4 Antecedent surJhce JTux q02．4．3．5 RainJall intensity q12．4．3．6 Thickness of soil layer L2．5 Numerical Analysis of the Richards Equation2．5．1 Standard Formulations2．5．2 Spatial Approximation and Time Discretization2．5．3 Nonlinear Solution Methods2．5．4 Numerical Oscillation2．5．5 Rainfall Infiltration Boundary Condition2．6 Typical Pore-water Pressure Profiles Under Rainfall Condition2．7 Soil Conditions Under Which Matric Suction Can be Maintained2．7．1 Pore-water Pressure Profiles Under Steady-state Conditions2．7．2 Pore-water Pressure Profiles Under Transient Seepage Conditions2．7．2．1 Effect of air-entry value on the wetting front2．7．2．2 Effect of the saturated coefficient of permeability2．7．2．3 Influence of water storage coefficient2．7．2．4 Effect of the groundwater boundary conditions2．7．3 Geotechnical Engineering ImplicationsReferencesChapter 3 Stability Analysis of Slope Under Rainfall Infiltration Based on Limit Equilibrium3．1 Introduction3．2 Infinite-slope Stability Analysis Based on One-dimensional Infiltration Profile3．2．1 General Equation of Factor of Safety for Infinite Unsaturated Slope3．2．2 Simplified Scenarios of Various Seepage Conditions3．2．2．1 Steady-state condition with seepage parallel slope surface3．2．2．2 Transient condition with different shapes of wetting front3．2．3 Slope Stability Based on Estimated Nonlinear Unsaturated Shear Strength3．2．3．1 Fredlund et al．（1996） nonlinear shear strength equation3．2．3．2 Vanapalli et al．（1996） nonlinear shear strength equation3．2．3．3 Vilar （2006） nonlinear shear strength equation3．2．3．4 Khalili and Khabbaz （1998） nonlinear shear strength equation……Chapter 4 Coupled Hydromechanical Analysis for Unsaturated Soil SlopeChapter 5 Stability of Soil Slope with CracksChapter 6 Stability Analysis of Colluvium Slopes Upon A RainstormChapter 7 Reliability Analysis of Slope Under RainfallChapter 8 Probabilistic Assessment of Randomly Heterogeneous Soil SlopesChapter 9 Probabilistic Model CalibrationIndex

封面

书名:降雨诱发滑坡-稳定分析和概论评价-(英文版)

作者:张璐璐

页数:415

定价:¥168.0

出版社:上海交通大学出版社

出版日期:2017-03-01

ISBN:9787313165985

PDF电子书大小:50MB 高清扫描完整版