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Hydro-mechanical analysis of rainfal...

Huang, Runqiu.

Hydro-mechanical analysis of rainfall-induced landslides

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Hydro-mechanical analysis of rainfall-induced landslidesby Lizhou Wu, Runqiu Huang, Xu Li.
作者:	Wu, Lizhou.
其他作者:	Huang, Runqiu.
出版者:	Singapore :Springer Singapore :2020.
面頁冊數:	xii, 235 p. :ill., digital ;24 cm.
Contained By:	Springer eBooks
標題:	Landslides.
電子資源:	https://doi.org/10.1007/978-981-15-0761-8
ISBN:	9789811507618$q(electronic bk.)

Hydro-mechanical analysis of rainfall-induced landslides
Wu, Lizhou.

Hydro-mechanical analysis of rainfall-induced landslides[electronic resource] /by Lizhou Wu, Runqiu Huang, Xu Li. - Singapore :Springer Singapore :2020. - xii, 235 p. :ill., digital ;24 cm.

Background -- Analytical solution to 1D coupled infiltration and deformation in unsaturated porous media -- Effects of gravity and hysteresis on 1D unsaturated infiltration -- 2D Infiltration in unsaturated porous media -- Physical simulation of rainfall infiltration into unsaturated slope under rainfall -- Slope stability analysis based on coupled approach.

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.

ISBN: 9789811507618$q(electronic bk.)

Standard No.: 10.1007/978-981-15-0761-8doiSubjects--Topical Terms:

195883
Landslides.

LC Class. No.: QE599.A2 / W855 2020

Dewey Class. No.: 551.307

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505 0 $a Background -- Analytical solution to 1D coupled infiltration and deformation in unsaturated porous media -- Effects of gravity and hysteresis on 1D unsaturated infiltration -- 2D Infiltration in unsaturated porous media -- Physical simulation of rainfall infiltration into unsaturated slope under rainfall -- Slope stability analysis based on coupled approach.
520 $a 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.
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