摘要
岩质高边坡 ,存在着一个急需解决的基础理论问题 ,即边坡岩体潜在滑动面的有效确定。该文结合工程实例 ,综合分析研究了岩质高边坡的潜在滑动面。首先根据室内测试和岩体力学参数估算结果 ,运用摩尔-库仑破坏准则计算边坡岩体的破裂角 ;其次 。
The basic theoretic problem of reasonable determination of rock failure surface or potential sliding surface need to be resolved as soon as possible in various rock architecture engineering. The paper studies potential sliding surface of high rock slope using comprehensive analysis method integrated with an engineering case. First,according to the results of tests in laboratory and evaluation of rock mechanical parameters, slope rock mass failure angles are calculated based on Mohr Coulomb criteria; Second,regularity of slope deformation and destruction is studied applying elastic plastic FEM numeric simulation method. According to the results of these two methods and based on the deformation and destruction model, potential sliding surface of high slope is determined, which is instructive for stabilizing calculation and evaluation of high slope in practical engineering.
出处
《勘察科学技术》
2004年第4期6-8,共3页
Site Investigation Science and Technology
关键词
岩质高边坡
滑坡
工程实例
岩体力学
摩尔-库仑破坏准则
rock slope
failure surface
Mohr Coulomb criteria
numeric simulation
potential sliding surface
