摘要
对三峡库区巫山玉皇阁崩滑堆积体进行各种工况下稳定性分析计算。计算结果表明:崩滑体的前缘次级滑体在库水位影响下均处于不稳定状态,需要治理。在尽量减少拆迁占地和满足沿江路、集仙南路线型要求的前提下,对滑坡治理与沿江路、集仙南路的规划进行协调,对崩滑堆积体采取了锚杆、抗滑桩、挖方减载、护坡、设置截排水沟等5种措施,工程效果显著。
The stability analysis of Yuhuangge landslide in the Three Gorges Reservoir under various working conditions is carried out.The result shows that the sub-slides in front of the landslide are unstable under the influence of reservoir water level,and some measures should be taken instantly.To make the least of removal and to meet the need of line type about Yanjiang road and Jixiannanlu road,we adopt synthetic control techniques to the Yuhuangge Landslide such as anchor bolting,slide resistant piles,excavation decompressing,slope protection and drainage work,which has achieved remarkable engineering effect.
出处
《水运工程》
北大核心
2009年第4期47-52,共6页
Port & Waterway Engineering
基金
重庆市重点自然科学基金(2008A0015)
关键词
综合治理
锚杆
抗滑桩
挖方减载
护坡
截排水沟
synthetic control
anchor bolting
slide resistant pile
excavation decompressing
slope protection
drainage work
作者简介
吴文雪（1972-），女，硕士，讲师，从事岩土工程科研和教学工作。
