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Publications by [Rohnb J.]

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<p>A large-size creeping natural slope was simulated with the Finite Element (FE) method, using a visco-hypoplastic material model, which describes the mechanical behaviour of cohesive soils, allowing for viscous effects (i.e. creep, relaxation and rate-dependence ...
Reference: Geomorphology 103 (2009) 136-142