摘要
根据滑坡的工程地质条件和变形特征,分析了滑坡的形成机制,并对滑坡的稳定性进行了计算,计算结果表明,在490 m正常蓄水位的天然状态下,滑坡处于欠稳定状态,与现场调查所得结论一致,在暴雨和库水位骤降至452 m的工况下滑坡将失稳滑动。
According to the project geological condition and deformation characters of the landslide it analyses the forming principle of it, and gets the calculation to the stability of it, the calculation effects illustrates that the landslide is in the State 0{ unstable in the state of 490 In norreal water level, and this matches the conclusion of field investigation, the landslide will destabilization and slide in the situation of storm and the water level decrease to 452 m.
出处
《山西建筑》
2008年第18期104-105,共2页
Shanxi Architecture
关键词
滑坡
形成机制
稳定性
landslide, forming principle, stability
