摘要
分析了柏扬坪滑坡地质特征、结构特征和变形特征,对滑坡的成因机制和影响因素进行了深入研究,采用了传递系数法计算评价其稳定性,研究表明,柏扬坪滑坡体目前处于稳定状态。
The article analyzes the geologic feature, structural feature and deformation characters of Boyangping landslide, studies its cause mechanism and influencing factor, calculates and evaluates its stability by using transfer coefficient method, and shows by researching that Boyagping landslide mass is in stable state now.
出处
《山西建筑》
2007年第4期98-99,共2页
Shanxi Architecture
关键词
滑坡
成因机制
稳定性预测
传递系数法
landslide, cause mechanism, stability prediction, transfer coefficient method
