Reliability analysis using Limit equilibrium and Smoothed Particle Hydrodynamics-based method for homogeneous soil slopes
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DOI: 10.1371/journal.pone.0300293
Abstract: This paper develops a combined method to predict the volume of sliding mass for homogeneous slopes in an efficient manner. Firstly, the failure surface with minimum factor of safety (FS) in Limit Equilibrium Method is… read more here.
Keywords: hydrodynamics; soil; volume sliding; sliding mass ... See more keywords