A constitutive model of sand with inherent transverse isotropy

被引：0

作者：

Suzuki, K ^{[1
]}

Yanagisawa, E ^{[1
]}

机构：

[1] Saitama Univ, Dept Civil & Environm Engn, Urawa, Saitama 338, Japan

来源：

COMPUTER METHODS AND ADVANCES IN GEOMECHANICS, VOL 2 | 1997年

关键词：

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：

The purpose of this paper is to propose the constitutive model of sand with inherent transverse isotropy and to verify the validity in the finite element analysis. In order to apply the proposed constitutive model to the general boundary condition problem, it was implemented to a 3-dimensional finite element program code. The proposed constitutive model can be classified into the category of multi-surface model based on the theory of plasticity. The validity was verified by comparing of the experimental results with the calculated results for some examples.

引用

页码：845 / 850

页数：6