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Infiltration, Seepage and Slope Instability Mechanisms During the November 2000 Rainstorm in Tuscany

Tofani et al. model transient infiltration, pore-pressure rise, and factor-of-safety changes during a major rainstorm using finite-element seepage coupled with LEM stability analysis. Results show critical times to failure and the role of permeability and soil thickness.

V. Tofani; S. Dapporto; P. Vannocci; N. Casagli · 2006 · Natural Hazards and Earth System Sciences

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