Simulation of Undrained Torsional Simple Shear Tests on Kaolin Clay Using an Anisotropic Elastoplastic Model

被引：0

作者：

Yang, Lu ^{[1
]}

Jiang, Jianhong ^{[1
]}

机构：

[1] Soochow Univ, Sch Urban Rail Transportat, 8 Jixue Rd, Suzhou 215131, Peoples R China

来源：

2015 INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING AND ROCK ENGINEERING, ICCERE 2015 | 2015年

关键词：

BOUNDING SURFACE PLASTICITY;

D O I：

暂无

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Simple shear is prevalent in slide surfaces in many geotechnical problems. The capacities of a recent anisotropic elastoplastic model for simulating the undrained torsional simple shear tests on Kaolin clay were evaluated in the paper. The stress-strain, stress paths and strength simulations were generally agree well with the experimental results. This further validated that the recent model is applicable to various modes of shearing on clays.

引用

页码：542 / 546

页数：5

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