| 复杂边界条件下的岩体网络渗流分析 |
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| 引用本文： | 汪卫明,徐明毅,陈胜宏.复杂边界条件下的岩体网络渗流分析[J].岩石力学与工程学报,2001,20(4):473-476. |
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| 作者姓名： | 汪卫明 徐明毅 陈胜宏 |
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| 作者单位： | 武汉大学水电工程系,武汉,430072 |
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| 基金项目： | (59979021)和国家"九五”重点科技攻关(96-221-04-03-01)资助项目. |
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| 摘 要： | 初步建立了适用于岩体网络渗流分析的防渗帷幕和排水孔幕模拟方法,提出复杂边界条件下渗流分析的边界预调整法,并通过算例表明所提方法是合理有效的。
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| 关 键 词： | 块状岩体 网络渗流 防渗帷幕 排水孔幕 |
| 文章编号： | 1000-6915(2001)04-0473-04 |
| 修稿时间： | 1999年10月22 |
ANALYSIS METHOD OF NETWORK SEEPAGE FOR BLOCKY ROCK MASS WITH COMPLICATED BOUNDARY CONDITION |
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| Wang Weiming,Xu Mingyi,Chen Shenghong.ANALYSIS METHOD OF NETWORK SEEPAGE FOR BLOCKY ROCK MASS WITH COMPLICATED BOUNDARY CONDITION[J].Chinese Journal of Rock Mechanics and Engineering,2001,20(4):473-476. |
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| Authors: | Wang Weiming Xu Mingyi Chen Shenghong |
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| Abstract: | A modeling method of grouting curtain and drainage curtain is studied for the network seepage analysis of blocky rock mass. Further, a boundary pre-adjustment method is proposed to calculate the seepage field with complicated boundary condition. An example is presented to prove the simplicity and efficiency of the proposed method. |
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| Keywords: | blocky rock mass network seepage grouting curtain drainage curtain |
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