A non-linear law of the deformation of soft soils

被引：0
|
作者：
Sultanov, KS
机构：
来源：
PMM JOURNAL OF APPLIED MATHEMATICS AND MECHANICS | 1998年 / 62卷 / 03期
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暂无
中图分类号：
O29 [应用数学];
学科分类号：
070104 ;
摘要：
Using a model of an elastic and viscoelastic (standard-linear) solid, a non-linear equation of state is constructed to model the volume deformation of soft soils. The moduli of bulk compression are assumed to be non-linear functions of a parameter which characterizes the structural failure of the soil. It is shown that this law describes observed effects of the bulk compression of soil. The results of a parametric analysis of the equation of state are given. (C) 1998 Elsevier Science Ltd. All rights reserved.
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页码：465 / 472
页数：8
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