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Rainfall-Induced Soil Slope Failure : Stability Analysis and Probabilistic Assessment 🔍
Li, Jinhui; Li, Xu; Zhang, Jie; Zhang, Lulu; Zhu, Hong CRC Press, Taylor & Francis Group, CRC Press (Unlimited), [Place of publication not identified], 2016
英语 [en] · 中文 [zh] · PDF · 25.6MB · 2016 · 📘 非小说类图书 · 🚀/lgli/lgrs/nexusstc/upload/zlib · Save
描述
Rainfall-induced landslides are common around the world. With global climate change, their frequency is increasing and the consequences are becoming greater. Previous studies assess them mostly from the perspective of a single discipline—correlating landslides with rainstorms, geomorphology and hydrology in order to establish a threshold prediction value for rainfall-induced landslides; analyzing the slope’s stability using a geomechanical approach; or assessing the risk from field records. Rainfall Induced Soil Slope Failure: Stability Analysis and Probabilistic Assessment integrates probabilistic approaches with the geotechnical modeling of slope failures under rainfall conditions with unsaturated soil. It covers theoretical models of rainfall infiltration and stability analysis, reliability analysis based on coupled hydro-mechanical modelling, stability of slopes with cracks, gravels and spatial heterogenous soils, and probabilistic model calibration based on measurement. It focuses on the uncertainties involved with rainfall-induced landslides and presents state-of-the art techniques and methods which characterize the uncertainties and quantify the probabilities and risk of rainfall-induced landslide hazards. Additionally, the authors cover: The failure mechanisms of rainfall-induced slope failure Commonly used infiltration and stability methods The infiltration and stability of natural soil slopes with cracks and colluvium materials Stability evaluation methods based on probabilistic approaches The effect of spatial variability on unsaturated soil slopes and more
备用文件名
lgli/K:\_add\3\Rainfall-Induced Soil Slope Failure Stability Analysis and Proba.pdf
备用文件名
lgrsnf/K:\_add\3\Rainfall-Induced Soil Slope Failure Stability Analysis and Proba.pdf
备用文件名
nexusstc/Rainfall-induced soil slope failure: stability analysis and probabilistic assessment/678b88cae3810c3bf2ec3346509ec85e.pdf
备用文件名
zlib/Engineering/Li, Jinhui; Li, Xu; Zhang, Jie; Zhang, Lulu; Zhu, Hong/Rainfall-induced soil slope failure: stability analysis and probabilistic assessment_2837124.pdf
备选作者
Lulu Zhang, Jinhui Li, Li, Xu, Jie Zhang, Hong Zhu
备选作者
Zhang, Lulu,Li, Jinhui,Li, Xu,Zhang, Jie,Zhu, Hong
备选作者
Lulu Zhang; Jinhui Li; Xu Li; Jie Zhang; Hong Zhu
备用出版商
CRC Press LLC
备用版本
United States, United States of America
备用版本
Boca Raton, 2016
备用版本
1, 20180903
元数据中的注释
lg1593859
元数据中的注释
producers:
Adobe PDF Library 15.0
元数据中的注释
{"isbns":["1498752861","9781498752862"],"last_page":374,"publisher":"CRC Press"}
备用描述
Front Cover 1
Contents 6
Foreword 14
Foreword 16
Preface 18
List of Symbols 20
Part I: Stability Analysis Methods 26
Chapter 1: Introduction 28
Chapter 2: Infiltration and Seepage Analysis in Soil Slopes 40
Chapter 3: Stability Analysis of Slope Under Rainfall Infiltration Based on Limit Equilibrium 90
Chapter 4: Coupled Hydro-Mechanical Analysis for Unsaturated Soil Slope 126
Chapter 5: Stability of Soil Slope with Cracks 198
Chapter 6: Stability Analysis of Colluvium Slopes 232
Part II: Probabilistic Assessment 252
Chapter 7: Reliability Analysis of Slope Under Rainfall 254
Chapter 8: Probabilistic Assessment of Randomly Heterogeneous Soil Slopes 324
Chapter 9: Probabilistic Model Calibration 354
Index 390
Back Cover 400
备用描述
This book integrates probabilistic approaches with the geotechnical modeling of slope failures under rainfall conditions with unsaturated soil. It covers theoretical models, reliability analysis based on coupled hydro-mechanical modeling, slope stability, and probabilistic model calibration.
开源日期
2016-12-07
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