| 库水位涨落条件下滑坡渗流场特征及稳定性分析 |
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| 引用本文： | 魏学勇,欧阳祖熙,董东林,韩文心,周昊.库水位涨落条件下滑坡渗流场特征及稳定性分析[J].地质科技情报,2011,30(6):128-132. |
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| 作者姓名： | 魏学勇 欧阳祖熙 董东林 韩文心 周昊 |
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| 作者单位： | 1. 中国地震局地壳应力研究所,北京,100085
2. 中国矿业大学资源与安全工程学院,北京,100083 |
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| 基金项目： | 国家十五科技攻关项目(2001BA604A02) |
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| 摘 要： | 三峡水库建成后,库水位将在145～175m之间发生变动.库水位的骤然升降引起的滑坡体内孔隙水压力的突然变化也必将对滑坡的稳定性产生显著的影响.以万州区安乐寺古滑坡前缘松散堆积体为例,利用有限差分软件FLAC3D对滑坡渗流场变化特征进行了数值模拟分析,同时在滑坡渗流场模拟的基础上,采用强度折减法对滑坡的稳定性进行了计算,...
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| 关 键 词： | 库水位涨落 滑坡 渗流场 稳定性 强度折减法 |
Analysis of Landslide Seepage and Stability under the Conditions of Reservoir Water Level Fluctuation |
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| WEI Xue-yong
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OUYANG Zu-xi
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DONG Dong-lin
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HAN Wen-xin
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ZHOU Hao.Analysis of Landslide Seepage and Stability under the Conditions of Reservoir Water Level Fluctuation[J].Geological Science and Technology Information,2011,30(6):128-132. |
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| Authors: | WEI Xue-yong OUYANG Zu-xi DONG Dong-lin HAN Wen-xin ZHOU Hao |
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| Institution: | WEI Xue-yong1,OUYANG Zu-xi1,DONG Dong-lin2,HAN Wen-xin1,ZHOU Hao1(1.Institute of Crustal Dynamics,CEA,Beijing 100085,China,2.School of Resource and Safety Engineering,China University of Mining and Technology,Beijing,100083,China) |
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| Abstract: | The water level will fluctuate between 145 m and 175 m after the completion of Three Gorges Reservoir.The pore water pressure changes in landslide due to the water level rising and descending will have significant impact on the landslide stability.With the soil deposits at the top of Anlesi landslide in Wanzhou as an example,the landslide seepage numerical analysis is conducted by the FLAC3D software.Based on the landslide seepage numerical simulation,the stability of the landslide is calculated with the st... |
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| Keywords: | reservoir water level fluctuation landslide seepage stability strength reduction method |
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