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Simulation of stage excavation and stability analysis for stratified rock slope

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成果类型:
期刊论文
作者:
Jiang Xueliang*;Yang Hui;Cao Ping;Meng Zhuochao
通讯作者:
Jiang Xueliang
作者机构:
[Meng Zhuochao; Jiang Xueliang] HuNan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
通讯机构:
[Jiang Xueliang] H
HuNan City Univ, Sch Civil Engn, Yiyang 413000, Peoples R China.
语种:
英文
关键词:
stratified rock slope;simulation of stage excavation;elasto-plastic finite element method of lowing material's strength;slope integrity stability analysis
期刊:
3RD INTERNATIONAL SYMPOSIUM ON MODERN MINING & SAFETY TECHNOLOGY PROCEEDINGS
年:
2008
页码:
791-797
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
The slope stage excavation process is: ( i) excavating the first part of the slope rock and exerting rock bolting and concrete shotcrete layer ( ii) excavating the second part and exerting the second layer rock bolting and concrete shotcrete layer. The next construction process is the same as the upper step. In this article, the bolting is simulated with one-dimension axial bar, the joint is simulation by no thickness Goodman element, the effect of blasting is calculated using dynamic stress method, the slope stability safety factor derives from using elasto-plastic finite element method of lo...

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