Model prediction of stress-strain behavior on cohesionless soil

被引：0

作者：

Chin, RYP

机构：

来源：

PROCEEDINGS OF THE SEVENTH (1997) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL I, 1997 | 1997年

关键词：

stress-strain; Cam-clay model; Cap model;

D O I：

暂无

中图分类号：

X [环境科学、安全科学];

学科分类号：

08 ; 0830 ;

摘要：

This compares the observed stress-strain behavior of cohesionless soil with those predicted from constitute models, such as the Cam-clay model (Roscoe, 1963), the modified Cam-clay model (Roscoe, 1968). the Miura modified Can-clay model (Miura, 1982), and the Cap model (Baladi, 1979). The prediction of the relationship between the stress ratio, eta(q'/p') and volumetric strain ratio epsilon(v)/p(c)' under cyclic loading for Cap model is more accurately than the other three constitute models. The proposed curve equation is expressed in this paper.

引用

页码：835 / 841

页数：7

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