Elastoplastic unified analysis of underground pressure tunnel

被引：0
|
作者：
Li, S [1 ]
Ying, X [1 ]
机构：
[1] Xian Univ Technol, Xian 710048, Shaanxi, Peoples R China
来源：
Proceedings of the Twelfth Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Vol 1 and 2 | 2003年
关键词：
D O I：
暂无
中图分类号：
P5 [地质学];
学科分类号：
0709 ; 081803 ;
摘要：
Mohr-Coulomb strength theory used in analyzing pressure tunnel in the fields of rock engineering could only solve the problems with some specific materials and its application was of great restriction. In this paper, the authors applied unified strength theory to analyze the underground pressure tunnels composed of different kinds of materials.
引用
收藏
页码：871 / 873
页数：3
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