An elasto-thermo-viscoplastic model for natural clay and its application

被引：0
|
作者：
Oka, F
Yashima, A
Leroueil, S
机构：
来源：
NUMERICAL MODELS IN GEOMECHANICS - NUMOG VI | 1997年
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D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The behavior of natural clays during one dimensional consolidation is strongly influenced by strain rate as well as temperature. The preconsolidation pressure is a function of both strain rate and temperature. An elasto-thermo-viscoplastic constitutive model is developed to reproduce the one dimensional behavior of natural clays at different strain rates and temperatures.
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页码：105 / 110
页数：6
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