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安阳众乐水库安全评价渗流稳定的分析
引用本文:王威威,郑艳丽. 安阳众乐水库安全评价渗流稳定的分析[J]. 山西建筑, 2010, 36(18): 359-360
作者姓名:王威威  郑艳丽
作者单位:华北水利水电学院,河南,郑州,450011
摘    要:从水库大坝的渗流稳定性方面,依据有关现行规范规定和大坝安全评价分类标准,对众乐水库大坝工程安全性进行了综合评价,对大坝采用瑞典圆弧法和Bishop法进行抗滑稳定计算,并得出了相关结论。

关 键 词:大坝安全评价  渗流计算  抗滑稳定计算

The analysis of safety evaluation seepage stability of Zhongle reservoir in Anyang
WANG Wei-wei,ZHENG Yan-li. The analysis of safety evaluation seepage stability of Zhongle reservoir in Anyang[J]. Shanxi Architecture, 2010, 36(18): 359-360
Authors:WANG Wei-wei  ZHENG Yan-li
Affiliation:WANG Wei-wei ZHENG Yan-li
Abstract:From the aspect of seepage stability of reservoir dam, based on current specification and regulation and dam safety evaluation classification standard,the safety of dam engineering of Zhongle reservoir was evaluated synthetically,the stability against sliding was calculated to dam using Sweden an arc method and Bishop method,and the corresponding conclusions were got.
Keywords:dam safety evaluation  seepage calculation  calculation of stability against sliding
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