摘要
在介绍了岩村滑坡地质概况的基础上，采用剩余推力法计算滑坡在三种工况下（175m正常水位；175m水位＋雨季；蓄水洪水位）的稳定性系数，继而引入蒙特卡洛概率模型对岩村滑坡进行了破坏概率系统分析。
After introducing the general geology of Yan Cun landslide, the stability coefficient of three working conditions （ 175m normal water level; 175m water level ＋ rainy-season; flood level of storing water） are calculated with push method of residues, then the destructive probability of Yan Cun landslide is analyzed systematically with Monte-Carlo probability model.
出处
《建筑科学》
北大核心
2007年第11期26-28,34,共4页
Building Science
关键词
预测预报
残余强度
稳定性
蒙特卡洛概率模型
破坏概率
滑坡
forecasting
residual intensity
stability
Monte-Carlo probability model
destructive probability
landslide
