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    中国百强科技报刊

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    Volume 49 Issue 4
    Apr.  2024
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    Article Contents
    Yang Yuting, Dai Zhenwei, Lu Yushi, Zhang Chenyang, Yan Hui, Hou Xuefeng, Tang Jungang, 2024. Deformation Characteristics and Stability Changes Characteristics of Reservoir Landslides with Double-Sliding Zones. Earth Science, 49(4): 1498-1514. doi: 10.3799/dqkx.2022.283
    Citation: Yang Yuting, Dai Zhenwei, Lu Yushi, Zhang Chenyang, Yan Hui, Hou Xuefeng, Tang Jungang, 2024. Deformation Characteristics and Stability Changes Characteristics of Reservoir Landslides with Double-Sliding Zones. Earth Science, 49(4): 1498-1514. doi: 10.3799/dqkx.2022.283

    Deformation Characteristics and Stability Changes Characteristics of Reservoir Landslides with Double-Sliding Zones

    doi: 10.3799/dqkx.2022.283
    • Received Date: 2022-03-11
      Available Online: 2024-04-30
    • Publish Date: 2024-04-25
    • A large number of ancient landslides with double or multi sliding zones exist in the Three Gorge Reservoir (TGR) area. However, there are few studies on the deformation characteristics and stability changes characteristics of the reservoir landslide with double sliding zones under the action of reservoir water level (RWL) fluctuation. In this paper, the deformation characteristics of Taping landslide were obtained by filed investigation and the in-situ monitoring data. Furthermore, numerical simulation was carried out to investigate seepage filed and stability characteristics of the Taping landslide under RWL fluctuation and precipitation. Then the responses of the two different sliding zones in the Taping landslide to RWL fluctuation and precipitation were revealed. The result indicates that the Taping landslide shows a significant retrogressive failure pattern. Precipitation mainly has a greater influence on the shallow sliding zone, and the influence of precipitation on the deep sliding zone is low. As the RWL rises, the stability of the shallow sliding zone decreases and the stability of the deep sliding zone increases. As the RWL drops, the stability of the shallow sliding zone increases and the stability of the deep sliding zone decreases.

       

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    • Dai, Z. W., Yin, Y. P., Wei, Y. J., et al., 2015. Characteristics, Origin and Formation Mechanism of the Outang Landslide in the Three Gorges Reservoir Area. Hydrogeology and Engineering Geology, 42(6): 145-153 (in Chinese with English abstract).
      Dai, Z. W., Yin, Y. P., Wei, Y. J., et al., 2016. Deformation and Failure Mechanism of Outang Landslide in Three Gorges Reservoir Area. Journal of Engineering Geology, 24(1): 44-55 (in Chinese with English abstract).
      Deng, Q. L., Wang, X. P., 2000. Growth History of Huangtupo Landslide: Down-Slope Overlapping-Landsliding-Modification. Earth Science, 25(1): 44-50 (in Chinese with English abstract).
      Huang, D., Gu, D. M., Song, Y. X., et al., 2018. Towards a Complete Understanding of the Triggering Mechanism of a Large Reactivated Landslide in the Three Gorges Reservoir. Engineering Geology, 238: 36-51. https://doi.org/10.1016/j.enggeo.2018.03.008
      Kamran, M., Hu, X. W., Hussain, M. A., et al., 2023. Dynamic Response and Deformation Behavior of Kadui-2 Landslide Influenced by Reservoir Impoundment and Rainfall, Baoxing, China. Journal of Earth Science, 34(3): 911-923. https://doi.org/10.1007/s12583-022-1649-6
      Lane, P. A., Griffiths, D. V., 2000. Assessment of Stability of Slopes under Drawdown Conditions. Journal of Geotechnical and Geoenvironmental Engineering, 126(5): 443-450. https://doi.org/10.1061/(asce)1090-0241(2000)126:5(443)
      Lu, S. Q., Yi, Q. L., Yi, W., et al., 2014a. Analysis of Deformation and Failure Mechanism of Shuping Landslide in Three Gorges Reservoir Area. Rock and Soil Mechanics, 35(4): 1123-1130, 1202 (in Chinese with English abstract).
      Lu, S. Q., Yi, Q. L., Yi, W., et al., 2014b. Study on Dynamic Deformation Mechanism of Landslide in Drawdown of Reservoir Water Level—Take Baishuihe Landslide in Three Gorges Reservoir Area for Example. Journal of Engineering Geology, 22(5): 869-875 (in Chinese with English abstract).
      Müller, L., 1964. The Rock Slide in the Vajont Valley. Rock Mechanics and Engineering Geology, 2(3): 148-212.
      Paronuzzi, P., Rigo, E., Bolla, A., 2013. Influence of Filling-Drawdown Cycles of the Vajont Reservoir on Mt. Toc Slope Stability. Geomorphology, 191: 75-93. https://doi.org/10.1016/j.geomorph.2013.03.004
      Shi, X. G., Xu, J. H., Jiang, H. J., et al., 2019. Slope Stability State Monitoring and Updating of the Outang Landslide, Three Gorges Area with Time Series InSAR Analysis. Earth Science, 44(12): 4284-4292(in Chinese with English abstract).
      Song, K., Yan, E. C., Zhu, D. P., et al., 2011. Base on Permeability of Landslide and Reservoir Water Change to Research Variational Regularity of Landslide Stability. Rock and Soil Mechanics, 32(9): 2798-2802 (in Chinese with English abstract).
      Song, K., Chen, L. Y., Liu, Y. L., et al., 2022. Dynamic Mechanism of Rain Infiltration in Deep-Seated Landslide Reactivate Deformation. Earth Science, 47(10): 3665-3676(in Chinese with English abstract).
      Tang, H. M., Wasowski, J., Juang, C. H., 2019. Geohazards in the Three Gorges Reservoir Area, China—Lessons Learned from Decades of Research. Engineering Geology, 261: 105267. https://doi.org/10.1016/j.enggeo.2019.105267
      Tao, Z. G., Luo, S. L., Zhu, C., et al., 2022. Dynamic Mechanical Monitoring of Landslide and Case Analysis of Failure Process. Journal of Engineering Geology, 30(1): 177-186(in Chinese with English abstract).
      Terzaghi, K., 1950. Mechanism of Landslides. In: Paige, S., ed., Application of Geology to Engineering Practice. Geotechnical Society of America, Berkeley, 83-123. https://doi.org/10.1130/Berkey.1950.83
      Wang, F. W., Zhang, Y. M., Wang, G. H., et al., 2007. Deformation Features of Shuping Landslide Caused by Water Level Changes in Three Gorges Reservoir Area, China. Chinese Journal of Rock Mechanics and Engineering, 26(3): 509-517 (in Chinese with English abstract).
      Wei, T. Y., Yin, Y. P., Gao, Y., et al., 2020. Deformation Mechanism of the Taping H1 Landslide in Wushan County in the Three Gorges Reservoir Area. Hydrogeology and Engineering Geology, 47(4): 73-81 (in Chinese with English abstract).
      Xiao, J. F., Li, Y. A., Cai, J. M., 2020. Model Test Research on Response Characteristics of Outang Landslide under Water Level Fluctuation. Journal of Engineering Geology, 28(5): 1049-1056(in Chinese with English abstract).
      Xiao, S. R., Lu, S. S., Guan, H. F., et al., 2013. Study of Geomechanical Model of Liangshuijing Landslide in Three Gorges Reservoir Area. Rock and Soil Mechanics, 34(12): 3534-3542(in Chinese with English abstract).
      Yang, J., Jian, W. X., Yang, H. F., et al., 2012. Dynamic Variation Rule of Phreatic Line in Huangtupo Landslide in Three Gorges Reservoir Area. Rock and Soil Mechanics, 33(3): 853-858 (in Chinese with English abstract).
      Yin, Y. P., 2003. Seepage Pressure Effect on Landslide Stability at the Three Gorges Reservoir Area. The Chinese Journal of Geological Hazard and Control, 14(3): 1-8(in Chinese with English abstract).
      Yin, Y. P., Zhang, C. Y., Yan, H., et al., 2022. Study on Seepage Stability and Prevention Design of Landslide in Three Gorges Reservoir Water Storage Operation. Chinese Journal of Rock Mechanics and Engineering, 41(4): 649-659(in Chinese with English abstract).
      Zangerl, C., Eberhardt, E., Perzlmaier, S., 2010. Kinematic Behaviour and Velocity Characteristics of a Complex Deep-Seated Crystalline Rockslide System in Relation to Its Interaction with a Dam Reservoir. Engineering Geology, 112(1-4): 53-67. https://doi.org/10.1016/j.enggeo.2010.01.001
      Zhang, C. Y., Yin, Y. P., Yan, H., et al., 2021. Reactivation Characteristics and Hydrological Inducing Factors of a Massive Ancient Landslide in the Three Gorges Reservoir, China. Engineering Geology, 292: 106273. https://doi.org/10.1016/j.enggeo.2021.106273
      Zhang, C. Y., Yin, Y. P., Yan, H., et al., 2023. Centrifuge Modeling of Unreinforced and Multi-Row Stabilizing Piles Reinforced Landslides Subjected to Reservoir Water Level Fluctuation. Journal of Rock Mechanics and Geotechnical Engineering, 20(3): 559-577. https://doi.org/10.1016/j.jrmge.2023.09.025
      Zhang, C. Y., Zhang, T. L., Zhang, M., et al., 2019. Rainfall Infiltration Characteristics and Numerical Simulation of Slope Instability in the Basalt Residual Soil in the Coastal Area of Southeast China. Hydrogeology and Engineering Geology, 46(4): 42-50(in Chinese with English abstract).
      Zhao, R. X., Yin, Y. P., Li, B., et al., 2017. Research on the Colluvial Landslide Stability during Reservoir Water Level Fluctuation. Journal of Hydraulic Engineering, 48(4): 435-445(in Chinese with English abstract).
      代贞伟, 殷跃平, 魏云杰, 等, 2015. 三峡库区藕塘滑坡特征、成因及形成机制研究. 水文地质工程地质, 42(6): 145-153. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201506024.htm
      代贞伟, 殷跃平, 魏云杰, 等, 2016. 三峡库区藕塘滑坡变形失稳机制研究. 工程地质学报, 24(1): 44-55. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201601008.htm
      邓清禄, 王学平, 2000. 黄土坡滑坡的发育历史: 坠覆-滑坡-改造. 地球科学, 25(1): 44-50. http://www.earth-science.net/article/id/896
      卢书强, 易庆林, 易武, 等, 2014a. 三峡库区树坪滑坡变形失稳机制分析. 岩土力学, 35(4): 1123-1130, 1202. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201404029.htm
      卢书强, 易庆林, 易武, 等, 2014b. 库水下降作用下滑坡动态变形机理分析: 以三峡库区白水河滑坡为例. 工程地质学报, 22(5): 869-875. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ201405016.htm
      史绪国, 徐金虎, 蒋厚军, 等, 2019. 时序InSAR技术三峡库区藕塘滑坡稳定性监测与状态更新. 地球科学, 44(12): 4284-4292. doi: 10.3799/dqkx.2019.180
      宋琨, 晏鄂川, 朱大鹏, 等, 2011. 基于滑体渗透性与库水变动的滑坡稳定性变化规律研究. 岩土力学, 32(9): 2798-2802. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201109043.htm
      宋琨, 陈伦怡, 刘艺梁, 等, 2022. 降雨诱发深层老滑坡复活变形的动态作用机制. 地球科学, 47(10): 3665-3676. doi: 10.3799/dqkx.2022.184
      陶志刚, 罗森林, 朱淳, 等, 2022. 滑坡动态力学监测及破坏过程案例分析. 工程地质学报, 30(1): 177-186. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ202201015.htm
      汪发武, 张业明, 王功辉, 等, 2007. 三峡库区树坪滑坡受库水位变化产生的变形特征. 岩石力学与工程学报, 26(3): 509-517. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX200703009.htm
      卫童瑶, 殷跃平, 高杨, 等, 2020. 三峡库区巫山县塔坪H1滑坡变形机制. 水文地质工程地质, 47(4): 73-81. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG202004009.htm
      肖捷夫, 李云安, 蔡浚明, 2020. 水位涨落作用下藕塘滑坡响应特征模型试验研究. 工程地质学报, 28(5): 1049-1056. https://www.cnki.com.cn/Article/CJFDTOTAL-GCDZ202005014.htm
      肖诗荣, 卢树盛, 管宏飞, 等, 2013. 三峡库区凉水井滑坡地质力学模型研究. 岩土力学, 34(12): 3534-3542. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201312029.htm
      杨金, 简文星, 杨虎锋, 等, 2012. 三峡库区黄土坡滑坡浸润线动态变化规律研究. 岩土力学, 33(3): 853-858. https://www.cnki.com.cn/Article/CJFDTOTAL-YTLX201203033.htm
      殷跃平, 2003. 三峡库区地下水渗透压力对滑坡稳定性影响研究. 中国地质灾害与防治学报, 14(3): 1-8. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGDH200303001.htm
      殷跃平, 张晨阳, 闫慧, 等, 2022. 三峡水库蓄水运行滑坡渗流稳定和防治设计研究. 岩石力学与工程学报, 41(4): 649-659. https://www.cnki.com.cn/Article/CJFDTOTAL-YSLX202204001.htm
      张晨阳, 张泰丽, 张明, 等, 2019. 东南沿海地区玄武岩残积土雨水运移特征及滑坡失稳数值模拟. 水文地质工程地质, 46(4): 42-50. https://www.cnki.com.cn/Article/CJFDTOTAL-SWDG201904007.htm
      赵瑞欣, 殷跃平, 李滨, 等, 2017. 库水波动下堆积层滑坡稳定性研究. 水利学报, 48(4): 435-445. https://www.cnki.com.cn/Article/CJFDTOTAL-SLXB201704007.htm
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