| 裂隙岩质边坡地下水渗流数值模拟 |
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| 引用本文： | 刘建军,卢正,江峰.裂隙岩质边坡地下水渗流数值模拟[J].地下水,2006,28(1):26-28. |
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| 作者姓名： | 刘建军 卢正 江峰 |
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| 作者单位： | 湖北省武汉工业学院土木工程系,湖北,武汉,430023 |
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| 摘 要： | 本文从反倾向岩质高边坡的渗流特征和渗流普遍规律出发,根据渗流力学知识,建立数学模型,通过渗流数值模拟计算分析了渗透压力、水头变化规律以及对岩质边坡稳定性的影响.
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| 关 键 词： | 岩质高边坡 渗流 数学模型 数值模拟 |
| 文章编号： | 1004-1184（2006）01-0026-03 |
| 收稿时间： | 2005-07-12 |
| 修稿时间： | 2005-07-12 |
Numerical Simulation on Groundwater Seepage Flow in the Slope area of Fissured Rock |
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| LIU Jianjun,LU Zheng,JIANG Feng.Numerical Simulation on Groundwater Seepage Flow in the Slope area of Fissured Rock[J].Groundwater,2006,28(1):26-28. |
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| Authors: | LIU Jianjun LU Zheng JIANG Feng |
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| Institution: | Department of Civil Engineering, Wuhan Polytechnic College Wuhan, Hubei 430023 |
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| Abstract: | From the seepage flow characteristics and popular regulation of the reversed-dip rock's high slope,the article set up a mathematical model according to seepage flow mechanics.Through numerical simulation,it also calculates and analyzes seepage pressure,water-head variation law and its influence on stability of rock slope. |
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| Keywords: | rock high slope seepage flow mathematical model and numerical simulation |
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