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Extreme rainfall can destabilize an apparently safe slope within hours as infiltration reduces matric suction, raises pore water pressure, and weakens the soil’s effective stress. This session demonstrates how coupled stress–seepage analysis in MIDAS GTS NX captures these time-dependent changes and allows failure mechanisms to develop naturally without assuming a predefined slip surface.
Through a 2D layered embankment example, participants will learn how to apply variable rainfall, define realistic groundwater and infiltration boundaries, and compare slope behavior with and without drainage. This workflow helps engineers identify the most critical period of a storm and verify whether drainage can effectively reduce pore water pressure and restore slope stability.
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