Modelling the initiation and run-out of rainfall-induced slope instability
2018
Rain induced instabilities are a common geotechnical problem specially in partially saturated soils. A large number of steep, natural or cut slopes remain stable for a long time and then fail during heavy rainstorms or after a long period of rain. In this work, the Material Point Method (MPM) is used to model the whole instability process. The
MPM theoretical framework regarding a
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