作者: M. Battaglio , I. Bonzani , D. Campolo
DOI: 10.1016/J.MCM.2004.06.024
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摘要: This paper deals with the modelling of nonlinear consolidation phenomena in a homogenous clay characterized by drainage conditions varying time, at surface and bottom layer soil properties changing from over to normal regimes. Some simulations are developed visualize main features process. A critical analysis, which gives special attention research perspectives, concludes this paper.