摘要
根据国电大武口电厂灰场公路滑坡的地质勘探报告,分析了高边坡滑坡形成的原因,并对滑坡的稳定性进行了计算,提出了以预应力锚索为主,辅以注浆、排水的边坡治理方案,并对防护参数进行了设计。
According to geological exploration report of the Huichang highway landslide in Dawukou power plant the reasons caused the landslide of high slope are analyzed. Based upon stability calculation corresponding treatment ,scheme is proposed, which mainly depend on prestrssed anchoring cable combined with grouting and drainage. In the end protection parameters are calculated.
出处
《山西建筑》
2008年第3期299-300,共2页
Shanxi Architecture
关键词
高边坡
滑坡
预应力锚索
注浆
high slope, landslide, prestressed anchoring cable, grouting
