Volume 12 Issue 4
Apr.  2011
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SUN Hongyue, SHANG Yuequan, GONG Xiaonan. 2004: NUMERICAL SIMULATION OF GROUNDWATER SEEPAGE FIELD IN LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 12(4): 436-440.
Citation: SUN Hongyue, SHANG Yuequan, GONG Xiaonan. 2004: NUMERICAL SIMULATION OF GROUNDWATER SEEPAGE FIELD IN LANDSLIDE. JOURNAL OF ENGINEERING GEOLOGY, 12(4): 436-440.

NUMERICAL SIMULATION OF GROUNDWATER SEEPAGE FIELD IN LANDSLIDE

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  • Received Date: 2003-12-25
  • Rev Recd Date: 2004-03-12
  • Publish Date: 2004-12-15
  • Most landslides are associated with changes in groundwater levels. Dynamics of groundwater sometimes dictates stability of the landslides. Therefore, it is very important to understand how different factors and engineering mitigation measures affect groundwater flow during treatment of a landslide so that an appropriate measure can be selected. A numerical simulation case study is used to demonstrate the drainage effects on underground tunnel, the groundwater table changes caused by surface water infiltration and anti-sliding piles settings. The simulation results provide an insight into effects of different factors on the seepage field in a slope, which can help optimize design of treatment measures for a landslide.
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  • [1] 周平根.滑坡的地下水作用研究
    [D].北京:中国科学院地质研究所,1997.Zhou Pinggen.The study of t he groundwater to landslide.Instituteof geology,China Academy of Sciences,1997.

    [2] Nandy S,Jiao JJ.Ground-water flow analysis in t he slope aboveShum Wan Road.Hong Kong:Environmental&EngineeringGeoscience,2001,7(3):239~250.

    [3] 张作辰.滑坡地下水作用研究与防治工程实践
    [J].工程地质学报,1996,4(4):80~85.Zhang Zuochen.Mechanism of groundwater effect landslide stability and control construction,Journal of Engineering Geology,1996,4(4):80~85.

    [4] 殷坤龙,汪洋,唐仲华.降雨对滑坡的作用机理及动态模拟研究
    [J].地质科技情报,2002,21(1):75~78.Yin Kunlong,Wang Yang,Tang Zhonghua.Mechanism and dynamic simulati0n 0f landslide precipitati0n.Geological Science andTechnology Information,2002,21(1):75~78.

    [5] 谢守益,徐卫亚.降水诱发滑坡机制研究
    [J].武汉水利水电大学学报,1999,32(1):21~23.Xie Shouyi,Xu Weiya.Mechanism of landslides induced by precipitation.J.Wuhan Univ.of Hydr.&Elec.Eng.,1999,32(1):21~23.

    [6] 李焯芬,陈虹.雨水渗透与香港滑坡灾害
    [J].水文地质工程地质,1997,24(4):34~38.Li Zhuofen.Chen Hong.Rainfall and t he landslide hazaid at xianggang.Hydrogeology and Engineering Geology,1997,24(4):34~38.

    [7] 王学军.渗流作用下的边坡稳定分析
    [D]/天津大学,1999.Wang Xuejun.The slope stability analysis under seepage,TianjinUniversity,1999.

    [8] 朱文彬,刘宝琛.降雨条件下土体滑坡的有限元数值分析
    [J].岩石力学与工程学报,2002,21(4):509~512.Zhu Wenbin.Liu Baochen.Forming and development process ofsoil landslide during rainfall.Chinese Journal of Rock Mechanicsand Engineering,2002,21(4):509~512.

    [9] 徐卫亚,高德军等.三峡库区大石板滑坡区排水系统效果评估
    [J].工程地质学报,2002,10(1):83~88.Xu Weiya,Gao Dejun.et..Evaluation on t he effectiveness ofdrainge system on Dashiban landslide.Journal of Engineering Geology,2002,10(1):83~88.

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