Rainfall-Induced Soil Slope Failure: Stability Analysis and Probabilistic Assessment

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: <ul>
<li>The failure mechanisms of rainfall-induced slope failure</li> <li>Commonly used infiltration and stability methods</li> <li>The infiltration and stability of natural soil slopes with cracks and colluvium materials</li> <li>Stability evaluation methods based on probabilistic approaches</li> <li>The effect of spatial variability on unsaturated soil slopes and more</li> </ul>

Science & Math

ZHANG, Jie

Zhang, Lulu

Li, Jinhui

Li, Xu

Zhu, Hong

Earth Sciences

CRC-Press

This volume contains forty-six revised and extended research articles written by prominent researchers of the International MultiConference of Engineers and Computer Scientists (IMECS 2010). The book offers the state of art of tremendous advances in engineering technologies and also serves as an excellent reference work for researchers and graduate students.

IAENG Transactions on Engineering Technologies Volume 5: Special Edition of the International MultiConference of Engineers and Computer Scientists 2009 (AIP Conference Proceedings, 1285)

Computers & Technology

Hideki Katagiri

Alan Hoi-Shou Chan

Computer Science

American Institute of Physics

Trouble on Black Wind Mountain Monkey Series No. 4 (4)

Foreign Language Press

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: <ul>
<li>The failure mechanisms of rainfall-induced slope failure</li> <li>Commonly used infiltration and stability methods</li> <li>The infiltration and stability of natural soil slopes with cracks and colluvium materials</li> <li>Stability evaluation methods based on probabilistic approaches</li> <li>The effect of spatial variability on unsaturated soil slopes and more</li> </ul>

This clearly written, comprehensively indexed, and reader-friendly manual contains more than 350 monographs -- each describing the functions, indications, combinations, and applications of commonly used Chinese Materia Medica. Comprehensive monographs contain: details of main ingredients, taste and nature, channels entered, functions and indications, common dosage, precautions and contraindications. Unique tabular format lists provide "at-a-glance" accessibility. Summary tables in each chapter help you obtain quick overviews of the material covered. Unique coverage on toxicity and legal status. Comprehensive list of appendices and indices -- listings are by pinyin, pharmaceutical, and English names for easy reference.

Chinese Materia Medica: Combinations and Applications

Health, Fitness & Dieting

Alternative Medicine

Donica Publishing

Jing xue yan jiu de chuan tong yu xin bian

ZHANG, TAO

王蠡

Peng Lin

單周堯

高瑞傑

潘銘基

李洛旻

鄭楸鋆

顧永新

梁德華

蔡長林

郭鵬飛

工藤卓司

王嘉儀

Xiu Wei Zi Xun Ke Ji Gu Fen You Xian Gong Si 秀威資訊科技股份有限公司

in Hua Jingshi canon: politics business people view the world Intellectually observed [other]

Shanghai University Press; 1 edition (June 1. 2007

Hydro-mechanical Analysis of Rainfall-Induced Landslides

Most landslides are triggered by rainfall. In previous studies, slope stability is often evaluated based on the infiltration analysis. Hydro-mechanical coupling is significant to rainfall-caused landslide evolution. This book covers theoretical models of unsaturated infiltration, and provides hydro-mechanical models for rainfall-induced landslides. The influences of rainfall patterns, boundary conditions, layered structures, and SWCC hysteresis on the coupled unsaturated infiltration and deformation are discussed. Laboratory testing of rainfall-induced landslides is performed to study the developing process of landslide upon rainfall infiltration. The results provide a better understanding of rainfall-induced landslides.

Wu, Lizhou

Huang, Runqiu

Springer

Most landslides are triggered by rainfall. In previous studies, slope stability is often evaluated based on the infiltration analysis. Hydro-mechanical coupling is significant to rainfall-caused landslide evolution. This book covers theoretical models of unsaturated infiltration, and provides hydro-mechanical models for rainfall-induced landslides. The influences of rainfall patterns, boundary conditions, layered structures, and SWCC hysteresis on the coupled unsaturated infiltration and deformation are discussed. Laboratory testing of rainfall-induced landslides is performed to study the developing process of landslide upon rainfall infiltration. The results provide a better understanding of rainfall-induced landslides.\nFrom the Back Cover\nMost landslides are triggered by rainfall. In previous studies, slope stability is often evaluated based on the infiltration analysis. Hydro-mechanical coupling is significant to rainfall-caused landslide evolution. This book covers theoretical models of unsaturated infiltration, and provides hydro-mechanical models for rainfall-induced landslides. The influences of rainfall patterns, boundary conditions, layered structures, and SWCC hysteresis on the coupled unsaturated infiltration and deformation are discussed. Laboratory testing of rainfall-induced landslides is performed to study the developing process of landslide upon rainfall infiltration. The results provide a better understanding of rainfall-induced landslides.

Fundamental Behavior of Unsaturated Widely-Graded Soil: The Hydraulic and Mechanic Behavior of Coarse-fine Mixed Soil and its Influence on Slope Stability

Zhang, Limin

Zhao, Hongfen

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