FEniCS simulation of a partially saturated slope under varying environmental loads
Paper in proceeding, 2023
FEniCS
FEM
Coupling.
Slope stability
Unsaturated soil
Author
Ayman Abed
Chalmers, Architecture and Civil Engineering, Geology and Geotechnics
Eleni Gerolymatou
Clausthal University of Technology
Minna Karstunen
Chalmers, Architecture and Civil Engineering, Geology and Geotechnics
London, United Kingdom,
Subject Categories
Geotechnical Engineering
DOI
10.53243/NUMGE2023-269