Micromechanical modeling for cyclic behavior of sand

被引：0

作者：

Yin, Zhen-Yu ^{[1
]}

Chang, Ching S. ^{[1
]}

Hicher, Pierre-Yves ^{[1
]}

机构：

[1] Shanghai Jiao Tong Univ, Dept Civil Engn, Shanghai 200030, Peoples R China

来源：

GEOMECHANICS AND GEOTECHNICS: FROM MICRO TO MACRO, VOLS 1 AND 2 | 2011年

关键词：

cyclic; elastoplasticity; micro-mechanics; sand; stress reversal;

D O I：

暂无

中图分类号：

P5 [地质学];

学科分类号：

0709 ; 081803 ;

摘要：

The micromechanical stress-strain model developed in an earlier study by Chang and Hicher (2005) is enhanced to account for the stress reversal on a contact plane and the density state-dependent dilatancy. The enhanced model is examined by simulating typical drained and undrained cyclic tests in conventional triaxial conditions.

引用

页码：47 / 51

页数：5