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盐津桥水库右坝肩基坑上游边坡稳定分析
引用本文:陈大松.盐津桥水库右坝肩基坑上游边坡稳定分析[J].贵州水力发电,1998(1).
作者姓名:陈大松
作者单位:贵州省水利水电勘测设计研究院!贵阳,550003
摘    要:盐津桥水库右坝肩上游边坡,采用空间矢量计算并辅之以三维赤平投影的分析方法,判断陡倾裂隙面与软弱结构面形成的岩体滑移类型。在加固处理中采用了简单易行的抗剪平调处理办法,解决了边坡的稳定问题。

关 键 词:右坝肩  边坡稳定  空间矢量  抗剪平硐

Stability Analysis on Upstream Side at Right Abutment of Yenjingqiao Reservoir
Chen Dasong.Stability Analysis on Upstream Side at Right Abutment of Yenjingqiao Reservoir[J].Guizhou Water Power,1998(1).
Authors:Chen Dasong
Abstract:Using method of space vector calculation and three dimension equatorial equatorial projection analysis, we analyzed the stabilityproblem about that high angle fissure surfaces dip low angle soft structure surfaces which occurs in upstream side of the right abutmentof Yanjingqiao reservoir, and raise a treatment method using shear resistance adits.
Keywords:Yanjingqiao reservoir  the right abutment  side stability  space vector  shear resistance adit
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