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Volume 32 Issue 4
Dec.  2013
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HE Xiao, CHEN Hongkai, ZHAO Peng, LIU Li. On the stability of slide type crag in Wu gorge bank slope,Yangtze River: A case study in Wangxia[J]. CARSOLOGICA SINICA, 2013, 32(4): 411-418.
Citation: HE Xiao, CHEN Hongkai, ZHAO Peng, LIU Li. On the stability of slide type crag in Wu gorge bank slope,Yangtze River: A case study in Wangxia[J]. CARSOLOGICA SINICA, 2013, 32(4): 411-418.

On the stability of slide type crag in Wu gorge bank slope,Yangtze River: A case study in Wangxia

  • Received Date: 2013-04-24
  • Publish Date: 2013-12-25
  • Crag is one of the major geologic disaster in the Three Gorges Reservoir Region, forming serious threaten to human life and property and to the navigation safety of the river way of the Three Gorges Reservoir Region. As the slide type crag, accounting for 60 %-70 % of the total crags, it is of significant meaning to get clear the failure mechanism of the slide type crag for scientific forecast, prophylaxis and treatment in the Three Gorges limestone area. In this study, it is found that under the control of the geologic structure of paralleled anticline ridge and syncline valley in east Sichuan, the crag is quite developed in the horizontal interbed of limestone and shale or mudstone at the Hengshixi anticline ridge bank slope.The X-Ray diffraction analysis on the soft foundation mineral of the crag rock indicates that the chlorite, mica and montmorillonite have high layered silicates minerals, low shear strength, thus is easy to slide along the potential failure surface in the direction of the major structural surface and leading to the whole rock body sliding down. According to the failure mechanism of the failure process is divided into 4 phases in the paper, i.e. the phases sliding fissure emerge, tensile crack expand, unstable rock sliding and disintegration of rock body. Furthermore, the stress expression of two groups of structural plane that forming the slide is derived in the paper and the mechanical model for analyzing the crag’s stability is established. This method is applied in the analyses on the stability in Wangxia unstable sliding rock, and the results show that the stability coefficient is 1.19 under natural conditions, which belongs to the basic stable rock mass. While, the stability coefficient decreases subsequently as the water head in fissures increases under saturated condition. The research result is helpful to improve our knowledge on stability calculation of the unstable rocks with soft foundations in the Three Gorges area.

     

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  • [1]
    李愿军.长江三峡地区地壳形变特征及其构造意义[J].地震地质,1991,13(3):249-257.
    [2]
    CHEN Hongkai, TANG Hongmei, YE Siqiao. Damage model of control fissure in perilous rock[J]. Applied Mathematics and Mechanics, 2006,27(7):967-974.
    [3]
    陈洪凯,鲜学福,唐红梅.石质山区崩塌灾害形成机制[J].四川大学学报(工科版),2010,42(3):1-6.
    [4]
    陈洪凯,唐红梅,王林峰,等.缓倾角岩质陡坡后退演化的力学机制[J].岩土工程学报,2010,32(3):468-473.
    [5]
    陈洪凯,唐红梅,鲜学福. 缓倾角层状岩体边坡链式演化规律[J]. 兰州大学学报(自然科学版),2009,45(1):20-30.
    [6]
    唐红梅,王林峰,陈洪凯,等. 软弱基座陡崖上危岩崩落序列[J]. 岩土工程学报,2010,32(2):205-210.
    [7]
    叶四桥. 危岩损伤—断裂联合机理研究[D].重庆:重庆交通大学,2004.
    [8]
    许江,吴慧,程立朝,等.酸性条件下砂岩剪切破坏特性试验研究[J].岩石力学与工程学报,2012,31(9):3897-3903.
    [9]
    左建平,周宏伟,谢和平. 不同温度影响下砂岩的断裂特性研究[J]. 工程力学,2008,25(5):124-130.
    [10]
    张盛,王启智,梁亚磊.裂缝长度对岩石动态断裂韧度测试值影响的研究[J].岩石力学与工程学报,2009,28(8):1691-1696.
    [11]
    陈洪凯,唐红梅.拉剪型危岩发育过程的模型试验[J].重庆大学学报(自然科学版),2006,29(6):115-119.
    [12]
    Maranini E, Brignoli M. Creep behaviour of a week rock:experimental characterization[J]. Int. J. Rock Mech.Mine Sci., 1999, 36(1): 127-138.
    [13]
    De Almeida J A,Kullberg J C. Rockfall Hazard and Risk Analysis for Monte Da Lua,Sintra,Portugal[J]. Natural Hazards,2011,58(1):289-310.
    [14]
    Duzgun H S B,Bhasin R K. Probalilistic Stability Evaluation of Oppstadhornet Rock Slope,Norway[J].Rock Mechanics and Rock Engineering,2009,42(5):729-749.
    [15]
    殷跃平.三峡库区边坡结构及失稳模式研究[J].工程地质学报,2005, 13(2):145-154.
    [16]
    甘昭国,梁恩宇.四川盆地褶皱形成时间及其对油气聚集的控制[J].天然气工业,1988,8(4):1-7.
    [17]
    黄建民.长江三峡地理[M].北京:科学出版社,2011:152-154.
    [18]
    张加桂. 三峡地区泥灰质岩石在岩溶和风化过程中力学性质的变化[J].岩石力学与工程学报,2004,23(7):1073-1077.
    [19]
    张加桂.河谷斜坡带泥灰质岩石区地貌对岩溶的控制机理——以三峡地区为例[J].吉林大学学报(地球科学版),2004,34(3):415-419.
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