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Environmental Earth Sciences

Erschienen in:

01.06.2015 | Original Article

Analysis of physical testing of rainfall-induced soil slope failures

verfasst von: L. Z. Wu, R. Q. Huang, Q. Xu, L. M. Zhang, H. L. Li

Erschienen in: Environmental Earth Sciences | Ausgabe 12/2015

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Abstract

Rainfall is a significant factor that triggers slope failures around the world. This paper reports a series of physical tests, which were conducted to simulate rain-induced slope failures. The experiments dealt with two scenarios including (1) rainwater infiltration into the slope and (2) slope failures induced by artificial rainfall with different initial conditions. Slope deformation and slope failures were observed and possible mechanisms were interpreted based on the experimental results. The results confirm the hypothesis that pore-water pressure and water content in a loose soil slope change rapidly and that water infiltration into cracks in the slope has a great impact on landslide development. The observed slope failures can be divided into three types: overall sliding failure, partial sliding failure and flow slide. The effect of slope gradient, rainfall intensity and distribution of initial suction on the slope deformation and failure process are also summarized for possible applications under the similar conditions.

Vorheriger Artikel Landslide susceptibility delineation in the Ar-Rayth area, Jizan, Kingdom of Saudi Arabia, using analytical hierarchy process, frequency ratio, and logistic regression models

Nächster Artikel Investigating groundwater recharge by means of stable isotopes in the Al-Khazir Gomal Basin, northern Iraq

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Titel: Analysis of physical testing of rainfall-induced soil slope failures
verfasst von: L. Z. Wu
R. Q. Huang
Q. Xu
L. M. Zhang
H. L. Li
Publikationsdatum: 01.06.2015
Verlag: Springer Berlin Heidelberg
Erschienen in: Environmental Earth Sciences / Ausgabe 12/2015
Print ISSN: 1866-6280
Elektronische ISSN: 1866-6299
DOI: https://doi.org/10.1007/s12665-014-4009-8

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