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向家坝水电站左岸人工高边坡处理设计
引用本文:陈鹏. 向家坝水电站左岸人工高边坡处理设计[J]. 湖北水力发电, 2014, 0(12): 17-19
作者姓名:陈鹏
作者单位:中国电建集团中南勘测设计研究院有限公司,湖南长沙,410014
摘    要:以向家坝水电站左岸人工边坡为例,对边坡的稳定进行了分析,针对边坡不同的岩组岩体特性,采取了不同的开挖和锚固支护等措施,以确保边坡稳定。结果表明,边坡稳定性较好,处于可控运行状态。

关 键 词:向家坝  人工边坡  边坡稳定  处理  设计

Treatment Design for Left Bank Artificial High Slope of Xiangjiaba Hydropower Station
CHEN Peng. Treatment Design for Left Bank Artificial High Slope of Xiangjiaba Hydropower Station[J]. Hubei Water Power, 2014, 0(12): 17-19
Authors:CHEN Peng
Affiliation:CHEN Peng ( PowerChina ZhongNan Engineering Corporation Limited, Changsha 410014, China)
Abstract:Take the left bank artificial slope of Xiangjiaba hydropower station for example , the slope stability was ana-lyzed.For rock properties of slope in different rock group , different excavating and anchor supporting measures were taken to ensure the slope stability .The results show that the slope stability is good and in a controlled operation .
Keywords:Xiangjiaba  artificial slope  slope stability  treatment  design
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