Volume 39 Issue 9
Sep.  2014
Turn off MathJax
Article Contents
Luo Yu, He Siming, He Jinchuan, 2014. Effect of Rainfall Patterns on Stability of Shallow Landslide. Earth Science, 39(9): 1357-1363. doi: 10.3799/dqkx.2014.118
Citation: Luo Yu, He Siming, He Jinchuan, 2014. Effect of Rainfall Patterns on Stability of Shallow Landslide. Earth Science, 39(9): 1357-1363. doi: 10.3799/dqkx.2014.118

Effect of Rainfall Patterns on Stability of Shallow Landslide

doi: 10.3799/dqkx.2014.118
  • Received Date: 2013-12-17
  • Publish Date: 2014-09-01
  • The effect of the rainfall patterns is often ignored in studies of the relationship of rainfall versus shallow stability of landslide. This paper takes four representative rainfall patterns including uniform, delayed, advanced and central ones as the object of study to explore the effect of the rainfall patterns on the height of ground water, based on the hillslope hydrological model proposed by Rosso. And then the infinite slope failure model is applied to establish the stability calculation model for shallow landslide, and the effect of the rainfall patterns on shallow landslide stability is analyzed. Results show that rainfall patterns have strong effect on the stability of shallow landslide, with the delayed rainfall having the lowest safety factor for shallow landslide, followed by uniform rainfall, then central rainfall, and lastly the advanced rainfall. It is found necessary to consider the effect of rainfall patterns for determining of the critical rainfall and analyzing of the susceptibility of shallow landslide in a region.

     

  • loading
  • Casadei, M., Dietrich, W.E., Miller, N.L., 2003. Testing a Model for Predicting the Timing and Location of Shallow Landslide Initiation in Soil-Mantled Landscapes. Earth Surface Processes and Landforms, 28(9): 925-950. doi: 10.1002/esp.470
    Chang, K., Chiang, S., 2009. An Integrated Model for Predicting Rainfall-Induced Landslides. Geomorphology, 105(3-4): 366-373. doi: 10.1016/j.geomorph.2008.10.012
    Guo, X., Zhao, C.G., Yu, W.W., 2005. Stability Analysis of Unsaturated Soil Slope and Its Progress. China Safety Science Journal, 15(1): 14-18 (in Chinese with English abstract). http://en.cnki.com.cn/Article_en/CJFDTOTAL-ZAQK200501004.htm
    Li, T.B., Chen, M.D., Wang, L.S., 1999. Real-Time Tracing Prediction of Landslides. Chengdu University of Scicene & Technology Press, Chengdu (in Chinese).
    Li, Y., Meng, H., Dong, Y., et al., 2004. Main Types and Characteristics of Geo-Hazard in China-Based on the Results of Geo-Hazard Survey in 290 Counties. The Chinese Journal of Geological Hazard and Control, 15(2): 29-34 (in Chinese with English abstract). http://en.cnki.com.cn/Article_en/CJFDTOTAL-ZGDH200402005.htm
    Liu, H.D., 1996. Theory and Method of Forecasting Occurrence of Slope Failure. The Yellow River Water Conservancy Press, Zhengzhou (in Chinese).
    Liu, X.X., Xia, Y.Y., Cai, J.J., et al., 2007. Study on Stability of High-Filled Embankment Slope of Highly Weathered Soft Rock under Rainfall Infiltration. Rock and Soil Mechanics, 28(8): 1705-1709 (in Chinese with English abstract). http://d.wanfangdata.com.cn/Periodical_ytlx200708033.aspx
    Montgomery, D.R., Dietrich, W.E., 1994. A Physically Based Model for Topographic Control on Shallow Landsliding. Water Resources Research, 30(4): 1153-1171. doi: 10.1029/93WR02979
    Ng, C.W.W., Wang, B., Tung, Y.K., 2001. Three-Dimensional Numerical Investigations of Groundwater Responses in an Unsaturated Slope Subjected to Various Rainfall Patterns. Canadian Geotechnical Journal, 38(5): 1049-1062. doi: 10.1139/cgj-38-5-1049
    Rosso, R., Rulli, M.C., Vannucchi, G., 2006. A Physically Based Model for the Hydrologic Control on Shallow Landsliding. Water Resources Research, 42(6): w06410-1-16. doi: 10.1029/2005WR004369
    Tsai, T.L., 2008. The Influence of Rainstorm Pattern on Shallow Landslide. Enviornmental Geology, 53(7): 1563-1569. doi: 10.1007/s00254-007-0767-x
    Wei, N., Qian, P.Y., Fu, X.D., 2006. Effects of Rainfall Infiltration and Evaporation on Soil Slope Stability. Rock and Soil Mechanics, 27(5): 778-781, 786 (in Chinese with English abstract). http://www.researchgate.net/publication/289545249_Effects_of_rainfall_infiltration_and_evaporation_on_soil_slope_stability
    Wilkinson, P.L., Anderson, M.G., Lloyd, D.M., et al., 2002. Landslide Hazard and Bioengineering: Towards Providing Improved Decision Support through Integrated Numerical Model Development. Environmental Modeling and Software, 17(4): 333-344. doi: 10.1016/s1364-8152(01)00078-0
    Wu W., Slide, R.C., 2010. A Distributed Slope Stability Model for Steep Forested Basins. Water Resources Research, 31(8): 2097-2110. doi: 10.1029/95WR01136
    Xu, J.C., Shang Y.Q., Chen K.F., et al., 2005. Analysis of Shallow Landslide Stability under Intensive Rainfall. Chinese Journal of Rock Mechanics and Engineering, 24(18): 3246-3251 (in Chinese with English abstract). http://en.cnki.com.cn/Article_en/CJFDTOTAL-YSLX200518006.htm
    郭璇, 赵成刚, 于威威, 2005. 非饱和土边坡稳定的安全分析及进展. 中国安全科学学报, 15(1): 14-18. doi: 10.3969/j.issn.1003-3033.2005.01.004
    李天斌, 陈明东, 王兰生, 1999. 滑坡实时跟踪预报. 成都: 成都科技大学出版社.
    李媛, 孟晖, 董颖, 等, 2004. 中国地质灾害类型及其特征—基于全国县市地质灾害调查成果分析. 中国地质灾害与防治学报, 15(2): 29-34. doi: 10.3969/j.issn.1003-8035.2004.02.005
    刘汉东, 1996. 边坡失稳定时预报理论与方法. 郑州: 黄河水利出版社.
    刘新喜, 夏元友, 蔡俊杰, 等, 2007. 降雨入渗下强风化软岩高填方路堤边坡稳定性研究. 岩土力学, 28(8): 1705-1709. doi: 10.3969/j.issn.1000-7598.2007.08.033
    魏宁, 茜平一, 傅旭东, 2006. 降雨和蒸发对土质边坡稳定性的影响. 岩土力学, 27(5): 778-781, 786. doi: 10.3969/j.issn.1000-7598.2006.05.019
    许建聪, 尚岳全, 陈侃福, 等, 2005. 强降雨作用下的浅层滑坡稳定性分析. 岩石力学与工程学报, 24(18): 3246-3251. doi: 10.3321/j.issn:1000-6915.2005.18.007
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(8)  / Tables(2)

    Article views (3506) PDF downloads(459) Cited by()
    Proportional views

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return