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Simulation of stage excavation for stratified rock slope by using two-dimensional elastoplastic finite element method

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成果类型:
期刊论文
作者:
江学良;曹平;杨慧
通讯作者:
Jiang, X.-L.(iamjxl@tom.com)
作者机构:
[杨慧; 江学良; 曹平] School of Resources and Safety Engineering, Central South University, Changsha 410083, China
[江学良] 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:
中文
关键词:
层状岩质边坡;开挖过程模拟;弹塑性有限元;有限元强度折减法;整体稳定性分析
关键词(英文):
Elastoplastic finite element method;Method of lowing material's strength safety factor;Simulation of stage excavation;Stability analysis;Stratified rock slope
期刊:
岩土力学
ISSN:
1000-7598
年:
2006
卷:
27
期:
11
页码:
1935-1940
机构署名:
本校为其他机构
院系归属:
土木工程学院
摘要:
采取自编弹塑性有限元程序,在考虑岩体节理和施工爆破影响的条件下,对常-张高速公路的k135层状岩质边坡的开挖过程进行了模拟,分析了开挖过程中岩体的变形和应力状态及屈服状态,并用降低材料强度储备的有限元强度折减法,对各开挖阶段边坡的整体稳定性进行了评价。通过分析表明,k135边坡在其施工过程中是稳定的。
摘要(英文):
The simulation of stage excavation of the stratified rock slope of Chang-Zhang expressway is carried out by using our own two-dimensional elastoplastic finite element program, in consideration of 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 for every stage excavation is discussed by using the method of lowing material's strength safety factor. The re...

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