摘要
本文在对三峡工程库区巴东县白岩沟西滑坡进行了计算和评价的基础上 ,提出了对白岩沟滑坡的滑体采用抗滑桩顶部施加预应力锚索的新型支挡结构 ,对危岩体采用预应力锚索支护的综合治理方案。结果表明 ,该项治理措施比使用抗滑桩治理措施降低了造价 ,保证了抗滑效果。
Basic features of the Baiyangou landslide are introduced and the stability of the landslide is calculated and evaluated. According to these, anchoring pile is adopted to harness landslide and prestressed cable is adopted to harness the dangerous rock-mass. The results show this measure adopted in the paper is reasonable and economic.
出处
《水文地质工程地质》
CAS
CSCD
2002年第4期26-28,共3页
Hydrogeology & Engineering Geology
