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横泉水库大坝渗流及稳定设计
引用本文:王新宇.横泉水库大坝渗流及稳定设计[J].科技情报开发与经济,2008,18(18):215-216.
作者姓名:王新宇
作者单位:山西省水利水电勘测设计研究院,山西太原,030024
摘    要:以横泉水库大坝为例,运用有限元法对碾压均质土坝的渗流进行分析计算,同时运用简化Bishop法对碾压均质土坝的坝体稳定进行分析计算,为其他土坝的渗流及稳定安全分析提供了可供借鉴的资料。

关 键 词:碾压均质土坝  有限元  渗流分析  坝坡稳定分析

The Percolation and Stability Design of the Hengquan Reservoir Dam
WANG Xin-yu.The Percolation and Stability Design of the Hengquan Reservoir Dam[J].Sci-Tech Information Development & Economy,2008,18(18):215-216.
Authors:WANG Xin-yu
Institution:WANG Xin-yu
Abstract:Taking the dam of the Hengquan Reservoir as the example, this paper makes the analysis on and calculation of the percolation of the roller compacted homogeneous earth dam by using the finite element method, and makes the analysis on and calculation of the stability of the roller compacted homogeneous earth dam by using the simplified Bishop method, which provide the data for reference for the percolation and stability analysis of other earth dams.
Keywords:roller compacted homogeneous earth dam  finite element method  percolation analysis  stability analysis of dam slope
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