摘要
该文介绍了三峡工程库区巴东县白岩沟西滑坡基本特征并对其稳定性进行了计算和评价,在此基础上提出了对白岩沟西滑坡的滑体采用锚拉桩支护,对危岩体采用预应力锚索支护的治理方案。
Basic features of Baiyangou landslide are introduced and its stability is calculated and evaluated. Accordingly,anchorage pile is adopted to harness landslide and prestressly rockbolts is adopted to harness dangerous rock-mass.
出处
《土工基础》
2004年第3期25-28,共4页
Soil Engineering and Foundation
