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三峡库区巫山玉皇阁崩滑体综合治理技术研究
Synthetic control techniques for the Yuhuangge landslide of the Three Gorges Reservoir
【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。
【Abstract】 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.
【Key words】 synthetic control; anchor bolting; slide resistant pile; excavation decompressing; slope protection; drainage work;
- 【文献出处】 水运工程 ,Port & Waterway Engineering , 编辑部邮箱 ,2009年04期
- 【分类号】P642.22
- 【被引频次】5
- 【下载频次】117