Elastoplastic-creep constitutive equation of soils

被引:0
|
作者
Hashiguchi, K [1 ]
机构
[1] Kyushu Univ, Fac Agr, Lab Agr Machinery, Fukuoka 812, Japan
关键词
D O I
暂无
中图分类号
S [农业科学];
学科分类号
09 ;
摘要
The elastoplastic-creep constitutive equation of soils is formulated by introducing the subloading surface model and taking the secondary consolidation characteristics into account. The mechanical response is illustrated by some numerical experiments.
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页码:211 / 223
页数:13
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