Risk Assessment of Slope Failure Using Assumption of Maximum Area of Sliding Mass and Factor of Safety Equal to Unit

<div>Summary of calculation results for homogeneous slope. (a) Critical slip surface obtained by LEM (the minimum FS = 0.58). (b) Contour of shear strain rate obtained by FDM (with the minimum FS = 0.58). (c) Comparison of slip surfaces obtained by slope deposit surface after landslide.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Risk Assessment of Slope Failure Using Assumption of Maximum Area of Sliding Mass and Factor of Safety Equal to Unit 