A model for one-dimensional consolidation of clayey soils with non-linear viscosity
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资源简介：
In this repository files are stored referring to an algorithm developed to calculate the one-dimensional consolidation of clayey soils, based on a model where creep is attributed to the non-linear viscous behavior of this type of soil.
提供机构：
Universidade Federal de Pernambuco; Universidade Federal do Rio de Janeiro
