Stability analysis of rainfall-induced slope failure: a review

Author:

Zhang L. L.1,Zhang J.2,Zhang L. M.3,Tang W. H.3

Affiliation:

1. Centre for Marine Geotechnics Research, Department of Civil Engineering, Shanghai Jiaotong University, China

2. Department of Geotechnical Engineering, Tongji University, Shanghai, China; formerly Research Associate, Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong

3. Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Hong Kong

Abstract

Rainfall is one of the most significant triggering factors for slope failures in many regions around the world. Numerous research studies have been conducted to investigate infiltration of rainwater into a slope, and the effect of water infiltration on slope stability. In this paper, a review of existing research on infiltration analysis and slope stability analysis under rainfall infiltration is presented. Studies on infiltration analysis with conceptual models, analytical analysis and numerical modelling are first reviewed. The typical pore water pressure profiles in the slope are then discussed. Subsequently, recent developments in analyses of slope instabilities under rainfall conditions using the limit equilibrium method and coupled hydro-mechanical modelling are summarised, and major findings on critical hydrological factors related to rainfall-induced landslides are summarised and discussed. Finally, several research topics are suggested for further study.

Publisher

Thomas Telford Ltd.

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

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