摘要
本文应用三维非线性有限元方法,对天生桥二级水电站厂房旁的岩质高边坡进行稳定性分析,模拟了施工过程,还对各种加固措施进行了研究和计算。与实测结果比较,规律相当接近。这对今后岩质高边坡的稳定分析具有一定的参考价值,对了解各种工程治理措施的作用也有帮助。
In this paper, a nonlinear 3D-FEM is applied to stability analysis of the rock slope which is near the plant of Tianshengqiao Hydroelectric Station. The construction process is imitated and the reinforced measures of the sliding body are studied. Compared to the yield measurements, the computational results is fairly good It is of great value for stability analysis of rock slope in future and helps us to understand the function of these measures.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
1991年第1期33-42,共10页
Chinese Journal of Rock Mechanics and Engineering
