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Evaluation of rock slope stability in stage excavation process by using strength reduction FEM

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成果类型:
期刊论文
作者:
Jiang, Xue-Liang;Cao, Ping
通讯作者:
Jiang, X.-L.(iamjxl@tom.com)
作者机构:
[Jiang, Xue-Liang; Cao, Ping] School of Resources and Safety Engineering, Central South University, Changsha 410083, China
[Jiang, Xue-Liang] School of Civil Engineering, Hunan City University, Yiyang 413000, China
通讯机构:
School of Resources and Safety Engineering, Central South University, China
语种:
英文
关键词:
Elastoplastic finite elements;Rock slope;Simulation of stage excavation;Stability analysis;Strength reduction FEM
期刊:
岩土力学
ISSN:
1000-7598
年:
2006
卷:
27
期:
SUPPL.
页码:
691-696
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
The simulation of stage excavation of the high slope of Chang-Zhang Expressway is carried out by using two-dimensional elastoplastic finite element method, considering the influence of blasting and rock joint. The rock mass's deformation, stresses and yielding state in the excavation process are analyzed respectively. The integral safety of the high slope is discussed by using the method of lowing material's strength safety factor and in light of the yielding rate of the slope's rock mass element and variation of displacements of the key parts. Through researching the important slope K123, a c...

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