STUDY OF MECHANISM OF LANDSLIDE INDUCED BY RAINFALL IN GENTLY INCLINED RED STRATUM IN EAST SICHUAN BASIN
ZHANG Ming1,HU Ruilin2,YIN Yueping3,WU Ruian1
(1. Faculty of Engineering,China University of Geosciences,Wuhan,Hubei 430074,China;2. Institute of Geology and Geophysics,Chinese Academy of Sciences,Beijing 100029,China;3. China Institute of Geo-environment Monitoring,Beijing 100081,China)
Abstract:Gently inclined red stratum widely distributes in East Sichuan Basin. Dip angle of this type of stratum is always between 3° and 10°,which is far less than the friction angle between bedding planes. In theory,the bedding landslide is unlikely to occur in red stratum. But in fact,rainfall induced landslide in gently inclined red stratum occurs frequently,which leads to a huge threat to the local people. Taking Qingning landslide in Da County,Sichuan province as an example,the geological model through field investigation and exploration is built;then analyzes the seepage field and static water pressure distribution before the landslide;a slope stability was analyzed based on the results of above seepage analysis. In order to obtain the characteristics of pore water pressure and shear resistance,the sliding zone soil is sampled to conduct ring shear test. The results indicate that landslide is due to coupled action of water pressure and shear resistance decreasing of sliding zone soil. The horizontal pushing force and vertical uplifting force due to rainfall infiltration initiated the landslide to deform and slid slowly,and then shear resistance decreasing of sliding zone soil led to the rapid sliding. Furthermore,a long rainfall and then a strong rainfall are deemed to be the necessary condition of landslide. Conclusions of this paper are the new findings in this field and can supply theoretical support for landslide forecasting and prevention in East Sichuan Basin.
张 明1,胡瑞林2,殷跃平3,吴瑞安1. 川东缓倾红层中降雨诱发型滑坡机制研究[J]. 岩石力学与工程学报, 2014, 33(S2): 3783-3790.
ZHANG Ming1,HU Ruilin2,YIN Yueping3,WU Ruian1. STUDY OF MECHANISM OF LANDSLIDE INDUCED BY RAINFALL IN GENTLY INCLINED RED STRATUM IN EAST SICHUAN BASIN. , 2014, 33(S2): 3783-3790.
李保雄,苗天德. 红层软岩滑坡运移机制[J]. 兰州大学学报:自然科学版,2004,40(3):95-98.(LI Baoxiong,MIAO Tiande. The sliding mechanism of red-mudstone layer landslides[J]. Journal of Lanzhou University:Natural Science,2004,40(3):95-98.(in Chinese))
[2]
吴国雄,张斌,杨应信,等. 西部红层软岩地质特性及其对路基结构稳定性的影响[J]. 重庆交通学院学报,2004,23(6):53-58.(WUGuoxiong,ZHANG Bin,YANG Yingxing,et al. Geology characteristicsof red-layer soft rock in western region and its influence to the roadbase construction stability[J]. Journal of Chongqing Jiaotong University,2004,23(6):53-58.(in Chinese))
[3]
范宣梅,许强,张倬元,等. 平推式滑坡成因机制研究[J]. 岩石力学与工程学报,2008,27(增2):3 753-3 759.(FAN Xuanmei,XU Qiang,ZHANG Zhuoyuan,et al. Study on genetic mechanism of translational landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2008,27(Supp.2):3 753-3 759.(in Chinese))
[4]
张倬元,王士天,王兰生. 工程地质分析原理[M]. 北京:地质出版社,1994:377-380.(ZHANG Zhuoyuan,WANG Shitian,WANGLansheng. The analytical principle on engineering geology[M]. Beijing:GeologicalPublishing House,1994:377-380.(in Chinese))
[5]
许强,范宣梅,李园,等. 板梁状滑坡形成条件、成因机制与防治措施[J]. 岩石力学与工程学报,2010,29(2):242-250.(XU Qiang,FAN Xuanmei,LI Yuan,et al. Formation condition,genetic mechanism and treatment measures of plate-shaped landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(2):242-250.(in Chinese))
[6]
赵勇,许模,赵红梅. 平推式滑坡后缘启动水头探讨[J]. 人民长江,2011,42(17):32-37.(ZHAO Yong,XU Mo,ZHAO Hongmei. Discussion on starting water head in trailing edge of translational landslide[J]. Yangtze River,2011,42(17):32-37.(in Chinese))
[7]
赵权利,孙红月,王智磊,等. 承压水对平推式滑坡的作用分析[J].岩石力学与工程学报,2012,31(4):762-769.(ZHAO Quanli,SUN Hongyue,WANG Zhilei,et al. Influence of confined water on translational landslide[J]. Chinese Journal of Rock Mechanics and Engineering,2012,31(4):762-769.(in Chinese))
[8]
黄润秋,徐则民,许模. 地下水的致灾效应及异常地下水流诱发地质灾害[J]. 地球与环境,2005,33(3):1-9.(HUANG Runqiu,XU Zemin,XU Mo. Hazardous effects of underground water and extraordinary water flow-induced geohazards[J]. Earth and Environment,2005,33(3):1-9.(in Chinese))
[9]
乔建平,吴彩燕,李秀珍,等. 四川省宣汉县天台乡特大型滑坡分析[J]. 山地学报,2005,23(4):458-461.(QIAO Jianping,WU Caiyan,LI Xiuzhen,et al. Analysis on super large-scale landslide in Tiantai,Xuanhan,Sichuan[J]. Journal of Mountain Science,2005,23(4):458-461.(in Chinese))
[10]
张明,胡瑞林,殷跃平,等. 滑坡型泥石流转化机制环剪试验研究[J].岩石力学与工程学报,2010,29(4):822-832.(ZHANG Ming,HU Ruilin,YIN Yueping,et al. Study of transform mechanism of landslide-debris flow with ring shear test[J]. Chinese Journal of Rock Mechanics and Engineering,2010,29(4):822-832.(in Chinese))
[11]
SASSA K. The mechanism starting liquefied landslides and debris flows[C]// Proceedings of 4th International Symposium on Landslides,Toronto. [S.l.]:[s.n.],1984:349-354.
[12]
SASSA K,FUKUOKA H,WANG G,et al. Undrained dynamic-loadingring shear apparatus and its application to landslide dynamics[J]. Landslides,2004,1(1):7-19.
[13]
ZHANG M,YIN Y,HU R,et al. Ring shear test for transform mechanism of slide-debris flow[J]. Engineering Geology,2011,118(3/4):55-62.
[14]
中华人民共和国行业标准编写组. SD 128—87土工试验规程[S]. 北京:水利电力出版社,1988.(The Professional Standards Compilation Group of People¢s Republic of China. SD 128—87 Code for soil test[S]. Beijing:Water Resources and Electric Power Press,1988.(in Chinese))