張璐璐、李錦輝、李旭、張潔、朱虹所著的《降
雨誘發滑坡--穩定分析和概率評價（英文版）（精）
》是作者團隊十餘年來就降雨滑坡問題的科研成果總
結、凝練和提升。全書采用英文撰著，主要包括：降
雨入滲土坡理論和穩定性評價方法、非飽和土滲流變
形耦合理論、基於滲流變形耦合的邊坡可靠度分析、
裂隙土坡和碎石土坡的降雨入滲和穩定性分析、基於
隨機場的非均質土坡風險評價、預測模型的概率校準
等。

Chapter 1 Introduction
1.1 Slope Failures Under Rainfall and Failure Mechanisms
1.2 Recent Advances and Hot Research Topics
1.3 Outline of The Book
References
Chapter 2 Infiltration and Seepage Analysis in Soil Slopes
2.1 Introduction
2.2 Estimation of Infiltration Rate Based on Conceptual Model
2.2.1 Mechanism of Infiltration in Soils
2.2.2 Green-ampt Model for Infiltration of Constant Rainfall on A Level Ground
2.2.3 Infiltration of Constant Rainfall on A Sloping Ground
2.2.4 Infiltration of Time-varied Rainfall on A Sloping Ground
2.3 Seepage Analysis in Unsaturated Soil Slopes Based on Physical Governing Equation
2.3.1 Governing Equation of Water Flow in Unsaturated Soil
2.3.2 Hydraulic Properties of Unsaturated Soils
2.3.2.1 Soil-water characteristic curve
2.3.2.2 Coefficient of permeability function
2.4 Analytical Solutions of the Richards Equation
2.4.1 Analytical Solution of One-dimensional Infiltration Under Constant Rainfall
2.4.2 Analytical Solution of One-dimensional Infiltration Under Time-varied Rainfall
2.4.3 Effect of Soil Properties， Boundary Conditions， and Initial Conditions
2.4.3.1 Saturated permeability ks
2.4.3.2 Desaturation coefficient asy
2.4.3.3 E/i[ective water content θs-θr
2.4.3.4 Antecedent surJhce JTux q0
2.4.3.5 RainJall intensity q1
2.4.3.6 Thickness of soil layer L
2.5 Numerical Analysis of the Richards Equation
2.5.1 Standard Formulations
2.5.2 Spatial Approximation and Time Discretization
2.5.3 Nonlinear Solution Methods
2.5.4 Numerical Oscillation
2.5.5 Rainfall Infiltration Boundary Condition
2.6 Typical Pore-water Pressure Profiles Under Rainfall Condition
2.7 Soil Conditions Under Which Matric Suction Can be Maintained
2.7.1 Pore-water Pressure Profiles Under Steady-state Conditions
2.7.2 Pore-water Pressure Profiles Under Transient Seepage Conditions
2.7.2.1 Effect of air-entry value on the wetting front
2.7.2.2 Effect of the saturated coefficient of permeability
2.7.2.3 Influence of water storage coefficient
2.7.2.4 Effect of the groundwater boundary conditions
2.7.3 Geotechnical Engineering Implications
References
Chapter 3 Stability Analysis of Slope Under Rainfall Infiltration Based on Limit Equilibrium
3.1 Introduction
3.2 Infinite-slope Stability Analysis Based on One-dimensional Infiltration Profile
3.2.1 General Equation of Factor of Safety for Infinite Unsaturated Slope
3.2.2 Simplified Scenarios of Various Seepage Conditions
3.2.2.1 Steady-state condition with seepage parallel slope surface
3.2.2.2 Transient condition with different shapes of wetting front
3.2.3 Slope Stability Based on Estimated Nonlinear Unsaturated Shear Strength
3.2.3.1 Fredlund et al.（1996） nonlinear shear strength equation
3.2.3.2 Vanapalli et al.（1996） nonlinear shear strength equation
3.2.3.3 Vilar （2006） nonlinear shear strength equation
3.2.3.4 Khalili and Khabbaz （1998） nonlinear shear strength equation
……
Chapter 4 Coupled Hydromechanical Analysis for Unsaturated Soil Slope
Chapter 5 Stability of Soil Slope with Cracks
Chapter 6 Stability Analysis of Colluvium Slopes Upon A Rainstorm
Chapter 7 Reliability Analysis of Slope Under Rainfall
Chapter 8 Probabilistic Assessment of Randomly Heterogeneous Soil Slopes
Chapter 9 Probabilistic Model Calibration
Index