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
来源：
JOURNAL OF THE FACULTY OF AGRICULTURE KYUSHU UNIVERSITY | 1997年 / 42卷 / 1-2期
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.
引用
收藏
页码：211 / 223
页数：13
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