Stability Analysis of S-RMS under Seismic Loading
Earthquake is one of the main geological disasters that cause slope instability. The stability analysis of soil-rock mixture slope under earthquake is made with FLAC3D in this paper. According to finding the shear strain concentrated deformation zone and the size of the displacement, they can help us to find the possible instability of the scope and location. The study result shows that the slope is stable in the natural state and certain displacement would occur in the potential slide mass of the slope under earthquake, and this must be taken into serious consideration in practical engineering.
J. J. Han et al., "Stability Analysis of S-RMS under Seismic Loading", Advanced Materials Research, Vols. 261-263, pp. 1336-1340, 2011