Effect of rainfall on the reliability of an infinite slope

J. Yuan, I. Papaioannou, C. M. Mok, D. Straub

Publikation: Beitrag in Buch/Bericht/KonferenzbandKonferenzbeitragBegutachtung

Abstract

Rainfall is one of the most common factors triggering landslides, since infiltration of water into the soil has a significant impact on pore water pressure buildup that affects slope stability. In this study, the influence of the wetting front development on the reliability of an infinite slope is analyzed. The failure condition of the slope is expressed in terms of the factor of safety. Rainfall infiltration is simulated by a time-dependent model, based on the Green and Ampt assumptions. The vertical variability of the saturated hydraulic conductivity and soil strength parameters are modeled as random fields. The reliability of the slope is evaluated by Monte Carlo simulation. A numerical example demonstrates the influence of the vertical variability on the analysis results.

OriginalspracheEnglisch
TitelGeotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013
Seiten317-322
Seitenumfang6
PublikationsstatusVeröffentlicht - 2014
Veranstaltung4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013 - Hong Kong, Hongkong
Dauer: 4 Dez. 20136 Dez. 2013

Publikationsreihe

NameGeotechnical Safety and Risk IV - Proceedings of the 4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013

Konferenz

Konferenz4th International Symposium on Geotechnical Safety and Risk, ISGSR 2013
Land/GebietHongkong
OrtHong Kong
Zeitraum4/12/136/12/13

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