摘要
首先对利用数值计算结果进行岩土边坡系统稳定性评价的方法进行了分析,由此指出了现有确定性分析领域内主要稳定性评价方法的缺陷,最后提出了岩土边坡系统稳定性评价的新思路,并作了初步的探讨。
The evaluation method of system stability of rock and soil slopes is analyzed using numerical analysis. Then the main weaknesses of the primary evaluation method are pointed out and the new thought to evaluate the stability of the rock and soil slope system is proposed and discussed.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第9期1378-1382,共5页
Chinese Journal of Rock Mechanics and Engineering
