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.
Airò Farulla, C., Rosone, M. (2014). Modeling Round Robin Test: An Uncoupled Approach. PROCEDIA EARTH AND PLANETARY SCIENCE, 9(0), 195-200 [10.1016/j.proeps.2014.06.020].
Modeling Round Robin Test: An Uncoupled Approach
AIRO' FARULLA, Camillo;ROSONE, Marco
2014-01-01
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.
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