A Study on Constitutive Relation of Unloading Rock Mass Under Compression-shear Stress

被引：3

作者：

Wang, Fei ^{[1
,2
]}

Liang, XuLi ^{[2
]}

Hao, GangLi ^{[2
]}

机构：

[1] China Univ Geosci, Engn & Technol Inst, Beijing 100083, Peoples R China

[2] Shijiazhuang Econ Univ, Prospecting Techniques & Engn Inst, Shijiazhuang 050031, Hebei, Peoples R China

来源：

ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4 | 2013年 / 353-356卷

关键词：

model test; constitutive relation; unloading; rock mass;

D O I：

10.4028/www.scientific.net/AMM.353-356.575

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

We conducted the model test of unloading rock mass under compression-shear stress. Based on analysis and fitting to test data, we proposed the unloading rock mass three-dimension constitutive model.

引用

页码：575 / +

页数：2