Application of damage rheology model in study on an underground cavern group

被引：0
|
作者：
Qi, Yinping [1 ]
Xiang, Lv [1 ]
Zhu, Weishen [1 ]
机构：
[1] Shandong Univ, Geotech & Struct Engn Res Ctr, Jinan 250061, Peoples R China
来源：
ADVANCES IN CIVIL ENGINEERING, PTS 1-4 | 2011年 / 90-93卷
关键词：
damage rheology model; underground cavern group; opening displacement; displacement fitting;
D O I：
10.4028/www.scientific.net/AMM.90-93.760
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
A great number of large-scale hydropower stations are to be constructed in southwest China. Many of them feature great depth or high in situ stresses. In this paper, a coupled damage and rheology method is adopted for stability analysis of an underground cavern group with time effect to consider the rock deformation. Meanwhile, a new method considering the crackopening displacement is used for back analysis. The stability of the surrounding rock masses is then evaluated.
引用
收藏
页码：760 / 763
页数：4
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