株式会社極東書店トップ商品一覧Rainfall-Induced Soil Slope Failure: Stability Analysis and Probabilistic Assessment.

商品詳細

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

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

・ISBN 978-1-4987-5279-4 hard GB£ 260.00

¥82,368.- (税込) (※)価格はご注文時の参考価格となります。
納品価格につきましては書籍の入荷時点で確定となります。
版元の原価改定、外国為替の変動等により異なる場合がございますので、予めご了承下さい。

お気に入り
電子版あり 大学・学術機関向け電子ブック(eBook)ISBN 9781315368146
著者・編者Zhang, Lulu / Li, Jinhui / Li, Xu / Zhang, Jie / Zhu, Hong,
出版社 (CRC Press Inc, US)
出版年月2016
ページ数374 pp.
言語ENG
ニュース番号<A00-29223>

解説

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