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The large deformation mechanism of Xietan sewage-treatment plant slope in the Three Gorges Reservoir, China

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Abstract

A large deformation of the Xietan sewage-treatment plant slope happened on November 11, 2008, when the water level of Three Gorges impounded to 172.79m; it had resulted in the abandonment of the newly built sewage plant due to foundation cracking. To characterize the large deformation mechanism owing to the interaction between underground water changing and gravelly soil in the front of the slope during reservoir impounding, elaborated laboratory permeation and triaxial tests combining with numerical simulation were carried out. With the rise of reservoir water, continuous transport and loss of fine particles were observed in the course of the permeation test. Tested permeability of soil sample showed a general increasing trend and could reach 20 times the initial value after the permeation test. Triaxial tests exhibited significant deterioration of soil mechanical properties under permeation action. When the reservoir water impounded to 172.79m, the secant modulus E1.5% averagely decreased 50%, while the cohesion and friction angle of soil sample respectively reduced 50.4% and 21.4% after 13 days of permeation. The large deformation of the Xietan sewage-treatment plant slope was triggered by the dramatic reduction of soil shear strengths and enhancement of soil deformability in the front of the slope under permeation erosion action in the course of reservoir impoundment.

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References

  • Alonso EE, Gens A, Delahaye CH (2003) Influence of rainfall on the deformation and stability of a slope in overconsolidated clays: a case study. Hydrogeol J 11(1):174–192

    Article  Google Scholar 

  • Carpenter JH (1984). Landslide risk along Lake Roosevelt. Master Thesis, Massachusetts Institute of Technology.

  • Fu H, Han H, Ling H (2012) Effect of grading scale method on results of laboratory tests on rockfill materials. Rock Soil Mech 33(9):2645–2649 (In Chinese)

    Google Scholar 

  • Geo-slope International Ltd (2007) Seepage modeling with SEEP/W: An engineering methodology. Calgary, Alberta

    Google Scholar 

  • He C, Hu X, Tannant DD, Tan F, Zhang Y, Zhang H (2018) Response of a landslide to reservoir impoundment in model tests. Eng Geol 247:84–93

    Article  Google Scholar 

  • Huang D, Gu DM (2017) Influence of filling-drawdown cycles of the Three Gorges reservoir on deformation and failure behaviors of anaclinal rock slopes in the Wu Gorge. Geomorphology 295:489–506

    Article  Google Scholar 

  • Huang QX, Wang JL, Xue X (2016) Interpreting the influence of rainfall and reservoir infilling on a landslide. Landslides 13(5):1139–1149

    Article  Google Scholar 

  • Huang D, Gu DM, Song YX, Cen DF, Zeng B (2018) Towards a complete understanding of the triggering mechanism of a large reactivated landslide in the Three Gorges Reservoir. Eng Geol 238:36–51

    Article  Google Scholar 

  • Kong Y, Song E (2015) A method for estimating soil-water characteristic curve from grain-size distribution. Rock Soil Mech 36(9):2487–2493 (In Chinese)

    Google Scholar 

  • Li S, Sun Q, Zhang Z, Luo X (2018) Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges. Environ Earth Sci 77(4):138

    Article  Google Scholar 

  • Luo X, Wang F, Zhang Z, Che A (2009) Establishing a monitoring network for an impoundment-induced landslide in Three Gorges Reservoir Area, China. Landslides 6(1):27–37

    Article  Google Scholar 

  • Nakamura H (1990) Discussion on reservoir landslide. Bull Soi Water Conserv 10(1):53–64 (In Chinese)

    Google Scholar 

  • SL 237-1999 (1999) Specification of soil test (in Chinese). Electric Power Press, China, p 171

    Google Scholar 

  • Song K, Wang F, Yi Q, Lu S (2018) Landslide deformation behavior influenced by water level fluctuations of the Three Gorges Reservoir (China). Eng Geol 247:58–68

    Article  Google Scholar 

  • Sun G, Yang Y, Jiang W, Zheng H (2017) Effects of an increase in reservoir drawdown rate on bank slope stability: a case study at the Three Gorges Reservoir, China. Eng Geol 221:61–69

    Article  Google Scholar 

  • Tang H, Wasowski J, Juang CH (2019a) Geohazards in the three Gorges Reservoir Area, China–Lessons learned from decades of research. Eng Geol 261:105267

    Article  Google Scholar 

  • Tang M, Xu Q, Yang H, Li S, Iqbal J, Fu X, Huang X, Cheng W (2019b) Activity law and hydraulics mechanism of landslides with different sliding surface and permeability in the Three Gorges Reservoir Area, China. Eng Geol 260:105212

    Article  Google Scholar 

  • Three Gorges University Limited Liability Company of Design Consultation & Research Institute. (2010). Investigation report on hydrological observation holes of unstable slope of Xietan sewage-treatment plant in Zigui County. (In Chinese)

  • Wei J, Deng J, Tan G, Tham LG, Lee CF (2007) Field tests of saturated and unsaturated hydraulic parameters of gravelly soil in Xietan landslide. Rock Soil Mech 28(2):327–330 (In Chinese)

    Google Scholar 

  • Wu J, Liu X, Zhang Z, Wang Z, Li Y (2015) Back analysis for groundwater dynamics parameters of the unstable slope of Xietan Sewage Disposal Plant. Chin J Undergr Space Eng 11(3):803–810 (In Chinese)

    Google Scholar 

  • Wu Y, Miao F, Li L, Xie Y, Chang B (2017) Time-varying reliability analysis of Huangtupo Riverside No. 2 Landslide in the Three Gorges Reservoir based on water-soil coupling. Eng Geol 226:267–276

    Article  Google Scholar 

  • Xia M, Ren GM, Zhu SS, Ma XL (2015) Relationship between landslide stability and reservoir water level variation. Bull Eng Geol Environ 74(3):909–917

    Article  Google Scholar 

  • Zhang Z, Qian M, Wei S, Chen J (2018) Failure mechanism of the Qianjiangping slope in Three Gorges Reservoir area, China. Geofluids 2018:3503697

    Google Scholar 

Download references

Funding

This study received financial support from the Open Research Fund of Key Laboratory of Geological Hazards on Three Gorges Reservoir Area (China Three Gorges University), Ministry of Education (2018KDZ07), the Fundamental Research Funds for the Central Universities of China (JZ2020HGTB0028), and the National Natural Science Foundation of China (Nos. 51709072, 51379106).

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Correspondence to Zhenhua Zhang.

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Responsible Editor: Zeynal Abiddin Erguler

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Liu, W., Zhang, Z., Huang, X. et al. The large deformation mechanism of Xietan sewage-treatment plant slope in the Three Gorges Reservoir, China. Arab J Geosci 14, 2130 (2021). https://doi.org/10.1007/s12517-021-08473-6

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  • DOI: https://doi.org/10.1007/s12517-021-08473-6

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