DocumentCode :
3056277
Title :
FLAC3D numerical analysis on surrounding rock mass stability of the underground cavities
Author :
Lu, Shuqiang ; Xu, Mo ; He, Zhengwei
fYear :
2011
fDate :
26-28 July 2011
Firstpage :
1561
Lastpage :
1564
Abstract :
Based on the simplified structure of rock mass, FLAC3D numerical modeling technique is used to analyze systematically the distribution features of filed, strain field and plastic zone in the surrounding rock mass of the underground cavities after the excavation. And, the variable regulations of stress filed, strain field and plastic failure zones in the surrounding rock mass of the underground cavities are summarized. The main results can be taken as the basic data and the theoretical proofs to evaluate cavities stability and guide the correct excavation.
Keywords :
geotechnical engineering; mechanical stability; numerical analysis; plasticity; rocks; FLAC3D numerical analysis; excavation; plastic failure zones; plastic zone distribution features; rock mass stability; strain field distribution features; underground cavities; Cavity resonators; Floors; Numerical stability; Plastics; Rocks; Stability analysis; Stress; FLAC3D; Surrounding rock mass stability; Underground cavities;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-61284-771-9
Type :
conf
DOI :
10.1109/ICMT.2011.6003367
Filename :
6003367
Link To Document :
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