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    中国百强科技报刊

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    Volume 33 Issue 5
    Sep.  2008
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    Article Contents
    JIAN Wen-xing, YIN Kun-long, LUO Chong, YAO Lin-lin, ZHANG Chao, 2008. Slip Zone Characteristics of Anlesi Landslide in Wanzhou of Three Gorges Reservoir Area. Earth Science, 33(5): 672-678.
    Citation: JIAN Wen-xing, YIN Kun-long, LUO Chong, YAO Lin-lin, ZHANG Chao, 2008. Slip Zone Characteristics of Anlesi Landslide in Wanzhou of Three Gorges Reservoir Area. Earth Science, 33(5): 672-678.

    Slip Zone Characteristics of Anlesi Landslide in Wanzhou of Three Gorges Reservoir Area

    • Received Date: 2008-01-25
    • Publish Date: 2008-09-25
    • Anlesi landslide is a typical gentle-dip landslide forming in the red clastic rocks in the Three Gorges Reservoir area. In order to discover the mechanism of the gentle-dip landslides forming in the red clastic rocks, the slip zone characteristics of Anlesi landslide were studied in detail in this paper. Field investigations show that the slip zone of Anlesi landslide was formed from a white mudstone (an incompetent bed) in Jurassic red strata by extrusion stress. The direction of the striations on the sliding surface indicates that the latest sliding direction of the landslide is 100°. The X-ray diffraction and infrared ray analysis reveal that the main mineral components of the slip zone are montmorillonite, illite, feldspar and quartz, et al.. The significant character is that the slip zone contains a large amount of montmorillonite, and the sliding surface contains more montmorillonite than the slip zone does. The results of scanning electron micrograph display that the microstructures of the slip zone are mainly sheet crystals and directional crystal structures, and micro striations developed well. A set of tests were conducted on the slip zone specimens to obtain the physico-mechanical characteristics. Test results show that the slip zone is medium swelling potential slity clay, and shear strength becomes very low once the slip zone absorbs water to saturation. The characteristics of the slip zone mentioned above make it possible to discover the mechanism of the gentle-dip landslides forming in the red clastic rocks.

       

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    • Cui, Z. Q., 1993. An Introduction on Safety Evaluation of theThree Gorges Reservoir Shores. Bureau of Geotechniqueof Changjiang Water Resources Commission, Wuhan (in Chinese).
      Huang, R. Q., Zhao, S. J., Song, X. B., et al., 2005. The formation and mechanism analysis of Tiantai landslide, Xuanhan County, Sichuan Province. Hydrogeology & Engineering Geology, 32 (1): 13-15 (in Chinese with English abstract).
      Jian, W. X., Yin, K. L., Zheng, L., et al., 2005a. Formation mechanism and slide prevention methods of soil depositsat the toe of Anlesi landslide in Wanzhou. Earth Science—Journal of China University of Geosciences, 30 (4): 487-492, 1507 (in Chinese with English ab-stract).
      Jian, W. X., Yin, K. L., Ma, C. Q., et al., 2005b. Characteristics of incompetent beds in Jurassic red clastic rocks in Wanzhou. Rock and Soil Mechanics, 26 (6): 901-905, 914 (in Chinese with English abstract).
      Liu, H. X., Wang, X. B., Wang, Y. P., 2002. Landslide features and stability analysis of horizontally bedded rockmass in the TGP reservoir area. Yangtze River, 33 (5): 18-20 (in Chinese).
      Luo, C., Yin, K. L., Chen, L. X., et al., 2005. Probability distribution fitting and opti mization of shear strength parameters in sliding zone along horizontal-stratum landslides in Wanzhou City. Chinese Journal of Roc Mechanics and Engineering, 24 (9): 1588-1593 (iChinese with English abstract).
      Standard of People′s Republic of China, 1999. GB/T50123, Standard for soil method (in Chinese).
      Tang, D. K., 1997. Application of system engineering geology to landslide analysis. Yangtze River, 28 (1): 33-36 (in Chinese).
      Wu, S. M., Li, R. G., 1994. Numerical simulation on formation mechanismof Wanxian landslide groups. Hydrogeology & Engineering Geology, 21 (6): 14-17 (in Chinese with English abstract).
      Xiong, C. R., Tang, H. M., Liu, B. C., et al., 2007. Using SEM photos to gain the pore structural parameters of soil samples. Earth Science—Journal of China University of Geosciences, 32 (3): 415-419 (in Chinese with English abstract).
      Yin, K. L., Wu, Y. P., 1998. Systematic researches of onespecial paleo-landslide in the Three-Gorges ReservoirThe Chinese Journal of Geological Hazard and Control, 9 (Suppl. ): 200-206 (in Chinese with English abstract).
      Zhang, J. X., Jiang, S. H., 2001. A brief discussion on properties of swell soil and stability of foundationin Dangy-ang-Yichang speedway. Earth Science—Journal of China University of Geosciences, 26 (4): 424-428 (in Chinese with English abstract).
      崔政权, 1993. 三峡工程库岸稳态评价预测概念. 武汉: 长江水利委员会勘测局.
      黄润秋, 赵松江, 宋肖冰, 等, 2005. 四川省宣汉县天台乡滑坡形成过程和机理分析. 水文地质工程地质, 32 (1): 13-15. doi: 10.3969/j.issn.1000-3665.2005.01.003
      简文星, 殷坤龙, 郑磊, 等, 2005a. 万州安乐寺滑坡前缘松散堆积体成因与防治对策. 地球科学——中国地质大学学报, 30 (4): 487-492. https://www.cnki.com.cn/Article/CJFDTOTAL-DQKX200504015.htm
      简文星, 殷坤龙, 马昌前, 等, 2005b. 万州侏罗纪红层软弱夹层特征. 岩石力学, 26 (6): 901-905. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX200506017.htm
      刘红星, 王小波, 王永平, 2002. 三峡库区水平层状岩体滑坡特征及稳定性分析. 人民长江, 33 (5): 18-20. doi: 10.3969/j.issn.1001-4179.2002.05.007
      罗冲, 殷坤龙, 陈丽霞, 等, 2005. 万州区滑坡滑带土抗剪强度参数概率分布拟合及其优化. 岩石力学与工程学报, 24 (9): 1588-1593. doi: 10.3321/j.issn:1000-6915.2005.09.020
      唐殿奎, 1997. 系统工程地质在万县滑坡稳态分析中的应用. 人民长江, 28 (1): 33-36. https://www.cnki.com.cn/Article/CJFDTOTAL-RIVE701.011.htm
      伍四明, 李日国, 1994. 万县滑坡群形成机制的数值模拟研究. 水文地质工程地质, 21 (6): 17-21. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG406.005.htm
      熊承仁, 唐辉明, 刘宝琛, 等, 2007. 利用SEM照片获取土的孔隙结构参数. 地球科学——中国地质大学学报, 32 (3): 415-419. https://www.cnki.com.cn/Article/CJFDTOTAL-DQKX200703015.htm
      殷坤龙, 吴益平, 1998. 三峡库区一个特殊古滑坡的综合研究. 中国地质灾害与防治学报, 9 (增刊): 200-206. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH8S1.031.htm
      张嘉翔, 姜淑花, 2001. 浅谈当宜高速公路膨胀土性质与路基稳定性问题. 地球科学——中国地质大学学报, 26 (4): 424-428.
      中华人民共和国标准, GB/T50123, 1999. 土工试验方法标准.
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