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降雨对松散堆积体滑坡稳定性影响探讨——以贵州省沿河土家族自治县为例 被引量:1

An Approach to Influence of Rainfall on Soil Landslide Stability ——By the example of Yanhe Tujia Autonomous County, Guizhou
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摘要 降雨是引发滑坡灾害的主要原因之一。通过对沿河土家族自治县具代表性的四个松散堆积体滑坡的分析,认为最大降雨量与滑坡的稳定性系数、滑面倾角均成反比,而滑带土内摩擦角增加时,滑坡启动需要的降雨强度就越大,成正比。其认识与目前该类滑坡的监测数据变化特征总体相吻合。 Rainfall is one of the main causes for the landslide. The study of the four representative soil landslides in the region shows that the maximum rainfall has an inverse relationship with the stability coefficient of the landslide and the dip angle of the slide surface, that is, the smaller the stability coefficient of the landslide. However, when the inner friction angle of the slide surface increases, the rainfall intensity required for the start of the landslide is greater.
出处 《四川地质学报》 2014年第3期424-428,共5页 Acta Geologica Sichuan
基金 贵州省基金项目(201206) 沿河县重大地质灾害隐患详细调查项目
关键词 降雨 滑坡 稳定性 沿河 soil landslide stability rainfall Yanhe Autonomous County
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参考文献7

  • 1Montgomery,D.R.,Dietrich,W.E.A physically based model for topographic control on shallow lo\andsliding[J]Water Resources Research,1990,30:1153-1171.
  • 2兰恒星,周成虎,王苓涓,伍法权,王思敬.地理信息系统支持下的滑坡-水文耦合模型研究[J].岩石力学与工程学报,2003,22(8):1309-1314. 被引量:32
  • 3Kang-Tsung Chang,Shou-Hao chiang.An integrated model for predicting rainfall-induced landslides[J].Geomorphology,2009,105:366-373.
  • 4Casadei M,Dietrich,W E,et al.Trsting a model for predicting the timing and location of shallow landslide initiation in soil-mantled iandscapes[J].Earth Surface processes and Landform,2003,28:925-950.
  • 5李德心,何思明,李军歌,朱兴华,黄江成.降雨作用下山区边坡稳定性分析[J].中国地质灾害与防治学报,2011,22(1):7-10. 被引量:10
  • 6舒多友.沿河县地质灾害特征、成因及防治[J].贵州地质,2003,20(3):172-177. 被引量:11
  • 7贵州省地质矿产勘查开发局.贵州省区域地质志[M].北京:地质出版社,1987,555~575.

二级参考文献21

  • 1崔正权.三峡地区岸坡的变形、失稳动力源及诱发因素[A].中国岩石力学与工程学会主编.第六次全国岩石力学与工程学会学术会议论文集[C].北京:中国科学技术出版社,2000.586-591.
  • 2贵州省地矿局103地质大队.贵州省沿河县地质灾害调查与区划报告[R].,2002..
  • 3贵州省地质矿产局.贵州区域地质志[M].北京:地质出版社,1987..
  • 4Montgomery,D. R. , Dietrich, W. E.. A physically based model for topographic control on shallow landsliding [ J ]. Water Resources Research , 1999,30 : 1153 - 1171.
  • 5Kang-Tsung Chang, Shou-Hao Chiang. An integrated model for predicting rainfall-induced landslides [ J ]. Geomorphology, 2009,105:366 - 373.
  • 6Casadei M, Dietrich, W E, et al. Testing a model for predicting the timing and location of shallow landslide initiation in soil-mantled landscapes [ J ]. Earth Surface Processes and Landform, 2003,28:925 - 950.
  • 7Iverson R M. Landslide triggering by rain infiltration[ J]. Water Resources Research ,2000,36 : 189 - 191.
  • 8Matthias Jakob, Hamish Weatherly. A hydroclimatic threshold for landslide initiation on the North Shore Mountains of Vancouver, British Columbia [ J ].Geomorphology, 2003,54 : 137 - 15.
  • 9Dietrich E W, Reisss R, Hsu M L, et al. A process-based model for colluvial soil depth and shallow landsliding using digital elevation data[J]. Hydrological Processes, 1995, 9(3): 383-400.
  • 10Montgomery D R, Dietrich W E. A physically based model for the topographic control on shallow landsliding[J]. Water Resources Research, 1994, 30(4): 1153-1171.

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