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Landsliding triggered by reservoir operation: a general conceptual model with a case study at Three Gorges Reservoir

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Abstract

The Three Gorge Reservoir, one of the largest civil engineering projects in human history, dams the Yangtze River to form a 660-km-long and 1.13-km-wide reservoir. Today, although the project has been completed and is in normal operation, the on-going landslide initiation and movement in response to the reservoir operating is one of the main geologic hazards. The Huangtupo (meaning “yellow soil slope” in Chinese) Slope typifies such on-going landslides along the reservoir. Observations from a multi-year monitoring program conducted on this slope indicate that there are multiple slides on the reservoir banks that move episodically into the reservoir and their movements appear to be highly correlated with the initial and seasonal changes in the reservoir pool level. A hydro-mechanical numerical model is constructed to investigate the quantitative links among the episodic movements and the variations in pore water pressure, suction stress, hydrostatic reservoir water loading, and slope self-weight induced by the fluctuating water levels. Modeling results identify regions within the variably saturated slope where significant changes in stress occur during the periods of the initial impoundment that raised water levels from 68 to 135 m and that occur in response to seasonal fluctuations of the reservoir pool level between 145 and 175 m. We find that the rise or decline of reservoir pool level can either increase or decrease the stability of landslide. In general, hydrostatic reservoir water loading has positive correlation with the stability; pore water pressure and suction stress have negative correlation with the stability; and the effects of slope self-weight depend on the dip angle and mechanical properties of sliding surface.

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References

  1. Borja RI, White JA (2010) Continuum deformation and stability analyses of a steep hillside slope under rainfall infiltration. Acta Geotech 5(1):1–14

    Article  Google Scholar 

  2. Borja RI, Liu X, White JA (2012) Multiphysics hillslope processes triggering landslides. Acta Geotech 7(4):261–269

    Article  Google Scholar 

  3. Dawson EM, Roth WH, Drescher A (1999) Slope stability analysis by strength reduction. Geotechnique 49(6):835–840

    Article  Google Scholar 

  4. Deng QL, Zhu ZY, Cui ZQ, Wang XP (2000) Mass rock creep and landsliding on the Huangtupo Slope in the reservoir area of the Three Gorges Project, Yangtze River, China. Eng Geol 58(1):67–83

    Article  Google Scholar 

  5. Duncan JM, Wright SG (2005) Soil strength and slope stability. Wiley, Hoboken

    Google Scholar 

  6. Griffiths DV, Lane PA (1999) Slope stability analysis by finite elements. Geotechnique 49(3):387–403

    Article  Google Scholar 

  7. Griffiths DV, Lu N (2005) Unsaturated slope stability analysis with steady infiltration or evaporation using elasto-plastic finite elements. Int J Numer Anal Meth Geomech 29(3):249–267

    Article  MATH  Google Scholar 

  8. Nakamra H, Wang G (1990) Discussions on reservoir landslide. Bull Soil Water Conserv 10(1):53–64

    Google Scholar 

  9. Hubei Survey and Design Institute for Geo-hazard (2001) Survey report of Huangtupo landslide in Three Gorges Reservoir area, BaDong, Hubei Province, China (in Chinese)

  10. Jones FO, Embody DR, Peterson WL (1961) Landslides along the Columbia River Valley, Northeastern Washington. U. S. Geological Survey Professional Paper #367

  11. Jian WX, Wang ZJ, Yin KL (2009) Mechanism of the Anlesi landslide in the Three Gorges Reservoir, China. Eng Geol 108(1–2):86–95

    Article  Google Scholar 

  12. Li L (2002) Geological hazards and prevention in the Three Gorges dam area. Land Resour 4:4–7 (in Chinese)

    Google Scholar 

  13. Liao WL, Zhang LF, Yao YS (2009) Characteristics of seismicity in the Three Gorges Reservoir area. Seismol Geol 31(4):707–714

    Google Scholar 

  14. Lu N, Şener-Kaya B, Wayllace A, Godt JW (2012) Analysis of rainfall-induced slope instability using a field of local factor of safety. Water Resour Res 48(9). doi:10.1029/2012WR011830

  15. Lu N, Godt JW (2013) Hillslope hydrology and stability. Cambridge University Press, Cambridge

    Book  Google Scholar 

  16. Lu N, Godt JW, Wu DT (2010) A closed-form equation for effective stress in unsaturated soil. Water Resour Res 46(5). doi:10.1029/2009WR008646

  17. Lu N, Likos WJ (2004) Unsaturated soil mechanics. Wiley, Hoboken

    Google Scholar 

  18. Liu P, Li ZH, Hoey T (2013) Using advanced InSAR time series techniques to monitor landslide movements in Badong of the Three Gorges region, China. Int J Appl Earth Obs Geoinf 21(4):253–264

    Article  Google Scholar 

  19. Maiorano RMS, Russo G, Viggiani C (2013) A landslide in stiff, intact clay. Acta Geotech. doi:10.1007/s11440-013-0249-0

    Google Scholar 

  20. Meier J, Moser M, Datcheva M, Schanz T (2013) Numerical modeling and inverse parameter estimation of the large-scale mass movement Gradenbach in Carinthia (Austria). Acta Geotech 8(4):355–371

    Article  Google Scholar 

  21. Mualem Y (1976) Hysteretical models for prediction of the hydraulic conductivity of unsaturated porous media. Water Resour Res 12(6):1248–1254

    Article  Google Scholar 

  22. Richards LA (1931) Capillary conduction of liquids through porous medium. J Phys 1(5):318–333

    MATH  Google Scholar 

  23. Sun K, Li K, Sun ZY (2011) The environmental assessment of the sediment after preliminary impounding of Three Gorges Reservoir. Energy Procedia 5:377–381

    Article  Google Scholar 

  24. van Genuchten MT (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. J Soil Sci Soc Am 44(5):892–898

    Article  Google Scholar 

  25. Wang Y, Yin KL (2004) Perturbation method of superposing initial surge height of landslide along reservoir shoreline. Chin J Rock Mech Eng 23(5):717–720 (in Chinese)

    MathSciNet  Google Scholar 

  26. Wen BP, Chen HY (2007) Mineral compositions and elements concentrations as indicators for the role of groundwater in the development of landslide slip zones: a case study of large-scale landslides in the Three Gorges Area in China. Earth Sci Front 14(6):98–106

    Article  MathSciNet  Google Scholar 

  27. Wen BP, Aydin A, Aydin NS, Li RR, Chen HY, Xiao SD (2007) Residual strength of slip zones of large landslides in the Three Gorges area, China. Eng Geol 93(3–4):82–98

    Article  Google Scholar 

  28. Xu T, Xu Q, Tang CA, Ranjith PG (2013) The evolution of rock failure with discontinuities due to shear creep. Acta Geotech 8(6):567–581

    Article  Google Scholar 

  29. Zhao J, Fu G, Lei K, Li YW (2011) Multivariate analysis of surface water quality in the Three Gorges area of China and implications for water management. J Environ Sci 23(9):1460–1471

    Article  Google Scholar 

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Acknowledgments

This research is supported by the “Fundamental Research Funds for the Central Universities”.

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Authors and Affiliations

  1. Three Gorges Research Center for Geo-hazard, China University of Geosciences, Wuhan, 430074, China

    Jinge Wang & Wei Xiang

  2. Department of Civil and Environmental Engineering, Colorado School of Mines, Golden, CO, 80401, USA

    Ning Lu

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  1. Jinge Wang
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  2. Wei Xiang
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  3. Ning Lu
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Correspondence to Jinge Wang.

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Wang, J., Xiang, W. & Lu, N. Landsliding triggered by reservoir operation: a general conceptual model with a case study at Three Gorges Reservoir. Acta Geotech. 9, 771–788 (2014). https://doi.org/10.1007/s11440-014-0315-2

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  • DOI: https://doi.org/10.1007/s11440-014-0315-2

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