NUMERICAL ANALYSIS OF THE ELASTOPLASTIC FAILURE PROCESS OF THE SURROUNDING ROCKS OF UNDERGROUND CAVERNS

被引：0
|
作者：
Li, Qiang [1 ]
Song, Li [1 ]
Wang, Da-Guo [1 ]
Yang, Yang [1 ]
机构：
[1] Dalian Univ, Ctr Mat Failure Modeling Res, Dalian 116622, Peoples R China
来源：
CONTROLLING SEISMIC HAZARD AND SUSTAINABLE DEVELOPMENT OF DEEP MINES: 7TH INTERNATIONAL SYMPOSIUM ON ROCKBURST AND SEISMICITY IN MINES (RASIM7), VOL 1 AND 2 | 2009年
关键词：
D O I：
暂无
中图分类号：
Q14 [生态学（生物生态学）];
学科分类号：
071012 ; 0713 ;
摘要：
The elastoplastic failure process of the surrounding rocks of underground cavern is studied in this paper, which is based on the self-developing Rock Elastic-Plastic Failure Process Analysis code (REPFPA). With this numerical tool, numerous numerical tests are carried out, and it is shown that there is a relationship between the shape of cavity and the limit bearing capacity of surrounding rocks. These identifications are crucial for better understanding and interpreting the experimental results and will consequently improve our concepts in the design or analysis of the underground engineering structures.
引用
收藏
页码：727 / 730
页数：4
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