Stability and Creeping of Landslide Slope
V. N. ZAKHAROV, O. N. MALINNIKOVA, V. A. TROFIMOV, YU. A. FILIPPOV
Institute of Comprehensive Exploitation of Mineral Resources, Russian Academy of Sciences, Kryukovskii tupik 4, Moscow, 111020 Russia
Keywords: ANSYS, landslides, geological processes, stress-strain state, shearing, final element method, ANSYS
Abstract
The article describes the method of estimating potential instability of natural and man-made slopes based on the generalized Mohr-Coulomb failure criterion considering stress-strain state of rocks. The most probable sliding surface is defined by step-wise iteration using the method of local variations. The authors emphasize the requirement to assess the condition and behavior of a landslide body during dynamic displacement in order to spot its final position, and adduce examples.
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