林金洪. 2014: 棉花滩水电站坝基主要工程地质问题及处理. 工程地质学报, 22(s1): 258-263. DOI: 10.13544/j.cnki.jeg.2014.s1.043
    引用本文: 林金洪. 2014: 棉花滩水电站坝基主要工程地质问题及处理. 工程地质学报, 22(s1): 258-263. DOI: 10.13544/j.cnki.jeg.2014.s1.043
    Lin Jinhong. 2014: THE MAIN ENGINEERING GEOLOGICAL PROBLEMS AND PROCESSING OF MIANHUATAN HYDROPOWER STATION DAM FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 258-263. DOI: 10.13544/j.cnki.jeg.2014.s1.043
    Citation: Lin Jinhong. 2014: THE MAIN ENGINEERING GEOLOGICAL PROBLEMS AND PROCESSING OF MIANHUATAN HYDROPOWER STATION DAM FOUNDATION. JOURNAL OF ENGINEERING GEOLOGY, 22(s1): 258-263. DOI: 10.13544/j.cnki.jeg.2014.s1.043

    棉花滩水电站坝基主要工程地质问题及处理

    THE MAIN ENGINEERING GEOLOGICAL PROBLEMS AND PROCESSING OF MIANHUATAN HYDROPOWER STATION DAM FOUNDATION

    • 摘要: 棉花滩水电站坝址两岸地形对称,山高坡陡,河床狭窄,布置坝高百余米的碾压混凝土重力坝,地下厂房在左岸。大坝存在诸如坝基抗滑稳定、坝基渗漏、坝基岩体变形及两岸高边坡等主要工程地质问题。文中主要论述坝基主要工程地质问题及处理对策,对类似的工程具有借鉴作用。经过十余年的运行、观测,认为大坝是安全的,说明施工期施工对坝基的处理是成功的。

       

      Abstract: The dam location of Mianhuatan hydropower station shows symmetrical cross-strait terrain, with high and steep mountain and narrow river, where there has RCC gravity dam whose height is more than hundred's meters. Underground houses are in the left bank. Dam foundation's main engineering geological problems are: dam foundation stability against sliding, leakage of dam foundation and high slope on both sides, etc. This article mainly introduces engineering treatnent measures for engineering geological problems, which would be a reference for similar project.

       

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