摘要
阐述了边坡稳定性评价计算MSARMA法和Monte-Carlo法的耦合方法和过程。研究表明,该方法实现了确定性理论和不确定性理论的有机耦合,适用于具有复杂岩体结构的高陡边坡的稳定性评价。
The coupling method of MSARMA,a method for evaluation of slope stability with Monte Carlo Method is described. It is a good method to couple deterministic theory and non-deterministic theory. This method is suitable for the stability evaluation of high and steep slope with complex rock structure.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2002年第12期1839-1842,共4页
Chinese Journal of Rock Mechanics and Engineering
