Stability Analysis of an Expansive Clay Slope: A Case Study of Infiltration-Induced Shallow Failure of an Embankment in Regina, Canada

Abstract

… where, 'c and 'φ = effective cohesion and internal friction angle at saturated condition, σ = normal … The infinite elements greatly extend the side boundary conditions far away from the main area … Both the hydraulic heads at the right and left lateral boundaries increase linearly with …