Numerical simulation of the undrained stability of slopes in anisotropic fine-grained soils

Abstract

The undrained stability of slopes in anisotropic fine-grained soils is studied in this paper using the finite element method (FEM). A constitutive model is presented, able to account for the observed variation of undrained strength with loading direction. The model is able to encompass the different strength distributions observed in normally, slightly overconsolidated and heavily overconsolidated soils. A series of stability analyses have been performed to explore the effect of the type of undrained strength anisotropy on the stability and failure mechanisms of slopes of different inclinations. In addition, a real case study of the failure of an underwater slope is analysed with the numerical approach presented. It suggests that, by considering undrained strength anisotropy, the failure can be satisfactorily explained.

Numerical simulation of underground excavations in an indurated clay using non-local regularisation. Part 1: formulation and base case

“…The same variation applies for p t . The following function, proposed by Conesa et al (2019), is used here for Ω(δ):…”