Modeling Round Robin Test: An Uncoupled Approach

Research output: Contribution to journalArticlepeer-review

Abstract

Abstract The solution of the modeling test presented in the paper is based on an uncoupled hydro-mechanical approach. Firstly, the controlled infiltration process is modeled by a finite element transient groundwater seepage software. Afterwards, calculated pore water pressures at successive instants are used for the slope stability analysis. Time evolution of the slope stability is analysed by using the infinite slope model, according to the classical limit equilibrium method.
Original languageEnglish
Pages (from-to)195-200
Number of pages6
JournalProcedia Earth and Planetary Science
Volume9
Publication statusPublished - 2014

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