Original paper
A numerical framework for infinite slope stability analysis under transient unsaturated seepage conditions
Abstract
This paper presents a simple numerical framework for infinite slope stability analysis under transient unsaturated seepage conditions. The advantage of the proposed framework, from the practical point of view, is to predict the variability in stability of partially saturated slope along with rainfall data. Moreover, the presented framework is adaptable to different types of soil-water characteristic curve (SWCC) models, hydraulic boundary...
Paper Details
Title
A numerical framework for infinite slope stability analysis under transient unsaturated seepage conditions
Published Date
Sep 1, 2018
Journal
Volume
243
Pages
36 - 49
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