Modeling of liquefaction using two-phase FEM with UBC 3 D-PLM model

  • Lars Beuthb, Cornelis Vuika, Dieter Stollec
  • Published 2017

Abstract

Soil liquefaction describes a loss of strength of saturated sand upon sudden or cyclic loading. A slight disturbance of such a soil’s fabric might lead to severe damage, e.g. the collapse of sea dikes. Accurate modeling of the state transition between saturated soil and a liquefied soil-water mixture, as well as post-liquefaction phenomena, is crucial for… (More)

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