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洪家渡水电站左坝肩高边坡预应力锚索试验分析
引用本文:杨体中,田应富.洪家渡水电站左坝肩高边坡预应力锚索试验分析[J].贵州水力发电,2003,17(1):71-74.
作者姓名:杨体中  田应富
作者单位:贵州乌江水电开发有限责任公司,贵州,贵阳,550002
摘    要:洪家渡水电站左坝肩边坡开挖高度达 310m ,是中国水利水电工程史上开挖最高的边坡。为确保边坡稳定 ,设计采用了 15 0t级预应力锚索加固措施。在锚索大规模施工之前 ,先进行了预应力锚索锚固试验 ,以确定和优化初步拟定的锚索设计参数、检验各配套材料及已定施工工艺的可行性等

关 键 词:水利工程施工  预应力  锚索  试验  洪家渡水电站
文章编号:1007-0133(2003)01-0071-04
修稿时间:2002年6月10日

Test Analysis of Pre-stress Anchor Cable in High Side on The Left Abutment of Hongjiadu Hydropower Station
YANG Ti zhong,TIAN Ying fu.Test Analysis of Pre-stress Anchor Cable in High Side on The Left Abutment of Hongjiadu Hydropower Station[J].Guizhou Water Power,2003,17(1):71-74.
Authors:YANG Ti zhong  TIAN Ying fu
Abstract:Excavation height on the left abutment of Hongjiadu Hydropower Station is 310 m, the highest excavation side in conservancy and hydropower engineering history of China, In order to ensure stability of the high side, the pre stress with 150 t anchor cables are used as a reinforcement measure. Before construction of the cables in large scale, the anchor test of the pre stress anchor cables was conducted for the purposes of defining and optimizing the design parameters of the anchor cable will be used, examining the feasibility of various corollary materials and construction process will be adopted.
Keywords:conservancy engineering construction  pre  stress  anchor cable  test  Hongjiadu Hydropower Station  
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