摘要
通过分析牡丹苑滑坡变形原因,对滑坡进行了稳定性计算以及数值模拟分析,根据分析结果,提出有针对性的滑坡治理措施,从而为类似滑坡灾害的认识和分析提供借鉴。
Through analyzing deformation causes of the Peony garden landslide, the essay carries out landslide stability calculation and numerical simulation analysis. According to the analysis results, it puts forward corresponding landslide controlling measures, so as to provide reference for similar landside recognition and analysis.
出处
《山西建筑》
2012年第14期86-88,共3页
Shanxi Architecture
关键词
滑坡
稳定性
数值模拟
治理措施
landslide, stability, numerical simulation, control measures