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桥巩水电站船闸引航道岩质边坡支护研究

Rock slope supports research for approach channels of shiplock at Qiaogong Hydropower Station
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摘要 桥巩水电站船闸上下游引航道岩质边坡地质条件复杂,开挖后暴露出来的岩体比较破碎,局部岩体溶蚀裂隙、溶沟和溶槽发育,存在隐患,为保证岩质边坡的稳定要求,提出了几种支护方案,通过对每种方案的优劣比较,提出了最优的支护措施。 At the rock slope by the upstream and downstream approach channels of the shiplock at Qiaogong Hydropower Station, geological conditions are complicated. The rockrnass exposed after excavation behaves fairly crushed, with solution fissure, corroded gully and solution groove developed locally, which endanger the stability of rock slope. To solve this problem, the optimum support scheme was determined after a comparison among several schemes.
作者 方锦秀
出处 《广西水利水电》 2009年第6期11-13,21,共4页 Guangxi Water Resources & Hydropower Engineering
关键词 船闸 引航道 岩质边坡 支护 桥巩水电站 Shiplock approach channel rock slope support Qiaogong Hydropower Station
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参考文献2

  • 1广西电力工业勘察设计研究院.桥巩水电站工程船闸上、下游引航道岩石边坡开挖后支护方案研究报告[R].南宁:广西电力工业勘察设计研究院,2007.
  • 2汪小刚.岩质边坡稳定分析·原理·方法·程序[M].北京:中国水利水电出版社,2005.

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