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Volume 34 Issue 6
Dec 2023
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Article Contents
Defu Tong, Aijun Su, Fei Tan, Jiandong Tang, Xiongwei Yi. Genetic Mechanism of Water-Rich Landslide Considering Antecedent Rainfalls: A Case Study of Pingyikou Landslide in Three Gorges Reservoir Area. Journal of Earth Science, 2023, 34(6): 1878-1891. doi: 10.1007/s12583-022-1722-1
Citation: Defu Tong, Aijun Su, Fei Tan, Jiandong Tang, Xiongwei Yi. Genetic Mechanism of Water-Rich Landslide Considering Antecedent Rainfalls: A Case Study of Pingyikou Landslide in Three Gorges Reservoir Area. Journal of Earth Science, 2023, 34(6): 1878-1891. doi: 10.1007/s12583-022-1722-1

Genetic Mechanism of Water-Rich Landslide Considering Antecedent Rainfalls: A Case Study of Pingyikou Landslide in Three Gorges Reservoir Area

doi: 10.1007/s12583-022-1722-1
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  • Corresponding author: Fei Tan, E-mail: tanfei@cug.edu.cn
  • Received Date: 26 Apr 2022
  • Accepted Date: 15 Jul 2022
  • Available Online: 08 Dec 2023
  • Issue Publish Date: 30 Dec 2023
  • Water-rich slope, which could easily fail after prolonged or heavy rain, is very sensitive to rainfall. Pingyikou Landslide is a typical water-rich slope located in the Three Gorges Reservoir area of China. It was unstable because of the continuous rainfall that occurred from September to October 2017. To understand the deformation process and genetic mechanism of the landslide, the geomorphological features, geological characteristics, hydrological conditions, and rainfall characteristics were systematically studied by a detailed field investigation of the slope and monitoring of rainfall, water level, and displacement. In addition, the influence of different initial conditions on the stability of the slope was also studied through numerical simulation using measured rainfall data on the basis of which, the effect of antecedent rainfall on slope stability was studied by unsaturated seepage analysis method. The results show that the deformation of slope is strongly correlated with the rainfall and groundwater level, and this landslide is a typical rainfall-induced landslide. In the analysis of genetic mechanism of the same type of landslide, a maximum initial pore water pressure of -25 kPa as the initial condition is reasonable. And the antecedent rainfall has a greater effect on the stability of the slope, more than 10 days of antecedent rainfall should be considered when designing and controling the slope.

     

  • Conflict of Interest
    The authors declare no conflict of interest.
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  • Dahal, R. K., Hasegawa, S., Yamanaka, M., et al., 2009. Comparative Analysis of Contributing Parameters for Rainfall-Triggered Landslides in the Lesser Himalaya of Nepal. Environmental Geology, 58(3): 567–586. https://doi.org/10.1007/s00254-008-1531-6
    Gong, W. P., Juang, C. H., Wasowski, J., 2021. Geohazards and Human Settlements: Lessons Learned from Multiple Relocation Events in Badong, China—Engineering Geologist's Perspective. Engineering Geology, 285: 106051. https://doi.org/10.1016/j.enggeo.2021.106051
    Guo, Z. Z., Yin, K. L., Liu, Q. L., et al., 2020. Rainfall Warning of Creeping Landslide in Yunyang County of Three Gorges Reservoir Region Based on Displacement Ratio Model. Earth Science, 45(2): 672–684. https://doi.org/10.3799/dqkx.2019.005 (in Chinese with English Abstract)
    Guzzetti, F., Peruccacci, S. M., Rossi, M., et al., 2007. Rainfall Thresholds for the Initiation of Landslides in Central and Southern Europe. Meteorology and Atmospheric Physics, 98(3): 239–267. https://doi.org/10.1007/s00703-007-0262-7
    Hu, X. L., Tang, H. M., Li, C. D., et al., 2012. Stability of Huangtupo Riverside Slumping Mass II# under Water Level Fluctuation of Three Gorges Reservoir. Journal of Earth Science, 23(3): 326–334. https://doi.org/10.1007/s12583-012-0259-0
    Lam, L., Fredlund, D. G., Barbour, S. L., 1987. Transient Seepage Model for Saturated-Unsaturated Soil Systems: A Geotechnical Engineering Approach. Canadian Geotechnical Journal, 24(4): 565–580. https://doi.org/10.1139/t87-071
    Li, S. L., Xu, Q., Tang, M. G., et al., 2020. Study on Spatial Distribution and Key Influencing Factors of Landslides in Three Gorges Reservoir Area. Earth Science, 45(1): 341–354. https://doi.org/10.3799/dqkx.2017.576 (in Chinese with English Abstract)
    Lin, Q., Wang, Y., 2018. Spatial and Temporal Analysis of a Fatal Landslide Inventory in China from 1950 to 2016. Landslides, 15: 2357–2372. https://doi.org/10.1007/s10346-018-1037-6
    Liu, C. Y., He, C. Z., He, M. C., 2007. Engineering Geology Study on Failure of Red Beds Slopes along Railway in the West of Hunan Province. The Chinese Journal of Geological Hazard and Control, 18(2): 58–62 (in Chinese)
    Luo, H. M., Tang, H. M., Yu, B., et al., 2009. Study on the Influence of Water Level Fluctuation on Landslide Stability in Three Gorges Reservoir. In: Ma, B. S., ed., Geological Engineering: Proceedings of the 1st International Conference (ICGE 2007). ASME Press, New York. 1–7. 10.1115/1.802922.paper108
    Ng, C. W. W., Wang, B., Tung, Y. K., 2001. Three-Dimensional Numerical Investigations of Groundwater Responses in an Unsaturated Slope Subjected to Various Rainfall Patterns. Canadian Geotechnical Journal, 38(5): 1049–1062. https://doi.org/10.1139/t01-057
    Nguyen, L. C., Tien, P. V., Do, T. N., 2020. Deep-Seated Rainfall-Induced Landslides on a New Expressway: A Case Study in Vietnam. Landslides, 17(2): 395–407. https://doi.org/10.1007/s10346-019-01293-6
    Peng, R., Hou, Y. J., Zhan, L. T., et al., 2016. Back-Analyses of Landfill Instability Induced by High Water Level: Case Study of Shenzhen Landfill. International Journal of Environmental Research and Public Health, 13(1): 126. https://doi.org/10.3390/ijerph13010126
    Petley, D., 2012. Global Patterns of Loss of Life from Landslides. Geology, 40(10): 927–930. https://doi.org/10.1130/g33217.1
    Ram, A. R., Brook, M. S., Cronin, S. J., 2019. Engineering Geomorphological Investigation of the Kasavu Landslide, Viti Levu, Fiji. Landslides, 16(7): 1341–1351. https://doi.org/10.1007/s10346-019-01191-x
    Song, K., Chen, L. Y., Liu, Yi. L., et al., 2022. Dynamic Mechanism of Rain Infiltration in Deep-Seated Landslide Reactivate Deformation. Earth Science, 47(10): 3665–3676. https://doi.org/10.3799/dqkx.2022.184 (in Chinese with English Abstract)
    Su, M. X., Cheng, K., Liu, Y. M., et al., 2021. Combining Geophysical Methods, Drilling, and Monitoring Techniques to Investigate Carbonaceous Shale Landslides along a Railway Line: A Case Study on Jiheng Railway, China. Bulletin of Engineering Geology and the Environment, 80(10): 7493–7506. https://doi.org/10.1007/s10064-021-02365-5
    Sun, G. Z., Yao, B. H., 1998. A Typical Landslide in China. Science Press, Beijing (in Chinese with English Abstract)
    Sun, H. Y., Pan, P., Lü, Q., et al., 2019. A Case Study of a Rainfall-Induced Landslide Involving Weak Interlayer and Its Treatment Using the Siphon Drainage Method. Bulletin of Engineering Geology and the Environment, 78(6): 4063–4074. https://doi.org/10.1007/s10064-018-1365-8
    Sun, J. P., Liu, Q. Q., Li, J. C., et al., 2009. Effects of Rainfall Infiltration on Deep Slope Failure. Science in China Series G: Physics, Mechanics and Astronomy, 52(1): 108–114. https://doi.org/10.1007/s11433-009-0004-6
    Tan, S. B., Lim, T. L., Tan, S. L., et al., 1987. Landslide Problems and Their Control in Singapore. Southeast Asian Geotechnical Conference 9. Dec. 7, 1987, Singapore. 25–36. https://doi.org/10.1016/0148-9062(89)92814-3
    Tang, D., Li, D. Q., Cao, Z. J., 2017. Slope stability Analysis in the Three Gorges Reservoir Area Considering Effect of Antecedent Rainfall. Georisk, 11(2): 161–172. https://doi.org/10.1080/17499518.2016. 1193205 doi: 10.1080/17499518.2016.1193205
    Tang, H. M., Li, C. D., Hu, X. L., et al., 2015. Deformation Response of the Huangtupo Landslide to Rainfall and the Changing Levels of the Three Gorges Reservoir. Bulletin of Engineering Geology & the Environment, 74(3): 933–942. https://doi.org/10.1007/s10064-014-0671-z
    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
    Tu, X. B., Kwong, A., Dai, F. C., et al., 2009. Field Monitoring of Rainfall Infiltration in a Loess Slope and Analysis of Failure Mechanism of Rainfall-Induced Landslides. Engineering Geology, 105(1/2): 134–150. https://doi.org/10.1016/j.enggeo.2008.11.011
    Wang, Y., Liu, J. Z. X., Yan, S. J., et al., 2017. Estimation of Probability Distribution of Shear Strength of Slip Zone Soils in Middle Jurassic Red Beds in Wanzhou of China. Landslides, 14: 2165–2174. https://doi.org/10.1007/s10346-017-0890-z
    Xu, X., Xing, Y. C., Guo, Z., et al., 2021. Stability Analysis of Rainfall-Triggered Toe-Cut Slopes and Effectiveness Evaluation of Pile-Anchor Structures. Journal of Earth Science, 32(5): 1104–1112. https://doi.org/10.1007/s12583-021-1474-3
    Yang, C. N., Ma, Y., Jia, Y. H., 2012. Analysis of Slope Stability under the Rainfall Infiltration. The 2nd International Conference on Consumer Electronics, Communications and Networks (CECNet). IEEE, Yichang. 156–159. https://doi.org/10.1109/CECNet.2012.6201830
    Yu, H., Li, C., Zhou, J. Q., et al., 2022. A Large-Scale Obliquely Inclined Bedding Rockslide Triggered by Heavy Rainstorm on the 8th of July 2020 in Shiban Village, Guizhou, China. Landslides, 19: 1119–1130. https://doi.org/10.1007/s10346-022-01850-6
    Zhang, Q., Wang, J., Hou, L. L., et al., 2018. Study on the Instability Mechanisms and Monitoring Control of Stratified Rock Slope with Water-Rich Strata. Geotechnical and Geological Engineering, 36(3): 1665–1672. https://doi.org/10.1007/s10706-017-0421-7
    Zhang, T. T., Yan, E. C., Cheng, J. T., et al., 2010. Mechanism of Reservoir Water in the Deformation of Hefeng Landslide. Journal of Earth Science, 21(6): 870–875. https://doi.org/10.1007/s12583-010-0139-4
    Zhang, Y., Hu, X., Tannant, D. D., et al., 2018. Field Monitoring and Deformation Characteristics of a Landslide with Piles in the Three Gorges Reservoir Area. Landslides, 15: 581–592. https://doi.org/10.1007/s10346-018-0945-9
    Zhu, L., Hong, B. N., 2009. Stability Analysis of Coal Measure Soil Slope under Rainfall Infiltration. Rock and Soil Mechanics, 30(4): 1035–1040. https://doi.org/10.16285/j.rsm.2009.04.016 (in Chinese with English Abstract)
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