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Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges

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Abstract

Increasing attention is being given to investigations of failure mechanisms of unstable slopes influenced by water fluctuation during impoundment, such as in the case of reservoir landslides surrounding the Three Gorges, China. In this paper, two typical soil slopes with thin and thick rear edges are considered in a systematic investigation of the large-scale landslides triggered by reservoir impoundment. Physical model test, centrifugal modelling and numerical analysis are presented; these show the deformation evolution process and are aimed at obtaining the physical and mechanical laws that govern deformation and failure of such typical slopes during increasing water levels in a reservoir. The results indicate that deformation of the soil slopes triggered by impoundment can be divided into three stages: the rapid deformation stage, the slow development stage and the convergence creep stage. Moreover, deformation increases rapidly in the initial water level increase, and deformation growth slows with continued increase in water levels. Although the failure modes of the two typical slopes were not identical, the deformation in both started when soil softening occurred, suggesting that the initial phase of water level rise is likely the most dangerous phase with respect to soil slope stability. The results are likely to provide a foundation for further disaster mechanism studies, as well as disaster prevention and reinforcement design of reservoir soil slopes.

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References

  • Chen J, Li S, Meng F (2011) Experimental study of mechanical properties of interface between pile and macadam soil in accumulative landslide in Three Gorges Reservoir Area. Chin J Rock Mech Eng 30(S1):2888–2895 (in Chinese)

    Google Scholar 

  • Cokca E, Erol O, Armangil F (2004) Effects of compaction moisture content on the shear strength of an unsaturated clay. Geotech Geol Eng 22(2):285–297

    Article  Google Scholar 

  • Dafalla MA (2013) Effects of clay and moisture content on direct shear tests for clay-sand mixtures. Adv Mater Sci Eng 2013:1–8

    Article  Google Scholar 

  • Dai FC, Deng JH, Tham LG, Law KT, Lee CF (2004) A large landslide in Zigui County, Three Gorges area. Can Geotech J 41:1233–1240

    Article  Google Scholar 

  • Gui M, Wu Y (2014) Failure of soil under water infiltration condition. Eng Geol 181(2014):124–141

    Article  Google Scholar 

  • Jens MAJ, Tommy E (2014) Effects of external water-level fluctuations on slope stability. Elect J Geotech Eng 19:2437–2463

    Google Scholar 

  • Jia GW, Zhan TLT, Chen Y, Fredlund DG (2009) Performance of a large-scale slope model subjected to rising and lowering water levels. Eng Geol 106:92–103

    Article  Google Scholar 

  • Joe DR, Farshid V, Amir A (2017) Rainfall-triggered slope instabilities under a changing climate: comparative study using historical and projected precipitation extremes. Can Geotech J 54(1):117–127

    Article  Google Scholar 

  • Jones FO, Embody D, Peterson WL, Hazlewood RM (1961) Landslides along the Columbia River Valley northeastern Washington. Geological Survey Professional Paper 367. United States Government Printing Office, Washington

  • Li S, Knappett J, Feng X (2009) Investigation of slope stability influenced by change of reservoir water level in Three Gorges of China. In: 2009 International forum on porous flow and applications, Wuhan, China, pp 911–916

  • Lu S, Yi Q, Yi W, Huang H, Zhang G (2014) Analysis of deformation and failure mechanism of Shuping landslide in Three Gorges reservoir area. Rock Soil Mech 35(4):1123–1130 (in Chinese)

    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 6:27–37

    Article  Google Scholar 

  • Nidal A, Abdul S, Chester FW (2015) Investigating the potential and mechanismof soil piping causing water-level drops in Mountain Lake, Giles County, Virginia. Eng Geol 195:282–291

    Article  Google Scholar 

  • Onyelowe KC (2013) Effect of water content on the shear strength of amaoba lateritic soil. Int J Eng Tech Res 1(1):1–10

    Google Scholar 

  • Paronuzzi P, Rigo E, Bolla A (2013) Influence of filling–drawdown cycles of the Vajont reservoir on Mt. Toc slope stability. Geomorphology 191(2013):75–93

    Article  Google Scholar 

  • Schuster RL (1979) Reservoir induced landslides. B Eng Geol Environ 20(1):8–15

    Google Scholar 

  • Sina K, Vahid H (2014) The effect of water level on the stability of slopes. J Novel Appl Sci 3:1237–1239

    Google Scholar 

  • Skempton A (1977) Slope stability of cuttings in brown London clay. In: Proceedings 9th international conference on soil mechanics and foundation engineering Japanese Society of Soil Mechanics and Foundation Engineering, Tokyo, vol 3, pp 261–270

  • Sonnenberg R, Davies MCR, Bransby MF (2007) Centrifuge modelling of slope reinforcement by vegetation. In: Proceedings of the 14th ECSMGE, Madrid, vol 3, pp 1551–1556

  • Standard Test Method for Laboratory Miniature Vane Shear Test for Saturated Fine-Grained Clayey Soil, ASTM D4648/D4648 M-2010

  • Sun G, Zheng H, Huang Y, Li C (2016) Parameter inversion and deformation mechanism of Sanmendong landslide in the Three Gorges reservoir region under the combined effect of reservoir water level fluctuation and rainfall. Eng Geol 205:133–145

    Article  Google Scholar 

  • Taghizadeh MH, Vafaeiyan M (2014) Study on effect of water on stability or instability of the earth slopes. Int Res J Appl Basic Sci 8(9):1482–1487

    Google Scholar 

  • Vasarhelyi B (2003) Some observations regarding the strength and deformability of sandstones in dry and saturated conditions. B Eng Geol Environ 62(3):245–249

    Article  Google Scholar 

  • Vasarhelyi B, Van P (2006) Influence of water content on the strength of rock. Eng Geol 84:70–74

    Article  Google Scholar 

  • Wang F, Zhang Y, Huo Z, Peng X, Araiba K, Wang G (2008) Movement of the Shuping landslide in the first four years after the initial impoundment of the Three Gorges Dam Reservoir, China. Landslides 5(3):321–329

    Article  Google Scholar 

  • Wang R, Zhang G, Zhang JM (2010) Centrifuge modelling of clay slope with montmorillonite weak layer under rainfall conditions. Appl Clay Sci 50:386–394

    Article  Google Scholar 

  • White DJ, Take WA, Bolton MD (2003) Soil deformation measurement using partical image velocimetry (PIV) and photogrammetry. Geotechnique 53(7):619–631

    Article  Google Scholar 

  • Xia M, Ren G, Zhu S, Ma X (2015) Relationship between landslide stability and reservoir water level variation. B Eng Geol Environ 74(3):909–917

    Article  Google Scholar 

  • Xie J, Zhou C, Cheng Y (2014) Method of seepage-softening analysis and disaster mechanism in soft rock slope under rainfall. Chin J Rock Mech Eng 35(1):197–210 (in Chinese)

    Google Scholar 

  • Yan Z, Wang J, Chai H (2010) Influence of water level fluctuation on phreatic line in silty soil model slope. Eng Geol 113:90–98

    Article  Google Scholar 

  • Yang H, Wang F (2013) Investigation of landslide triggered by water level variation in reservoir. Int J Landslide Environ 1(1):129–130

    Google Scholar 

  • Yang C, Zhu B, Kong L, Han L, Chen Y (2013) Centrifugal model tests on failure of silty slopes induced by change of water level. Chin J Geotech Eng 35(7):1261–1271 (in Chinese)

    Google Scholar 

  • Zhang M, Dong Y, Sun P (2012) Impact of reservoir impoundment-caused groundwater level changes on regional slope stability: a case study in the Loess Plateau of Western China. Environ Earth Sci 66(6):1715–1725

    Article  Google Scholar 

  • Zhao X, Xiang J, Tang H, Liang X, Hu J (2012) Experiment study on soil properties of Shennv stream landslide in Wu Gorge. J Civil Arch Environ Eng 34:33–38

    Google Scholar 

Download references

Acknowledgements

We gratefully acknowledge financial support from the National Natural Science Foundation of China (Grant No. U1765206) and the International Partnership Program of Chinese Academy of Sciences (Grant No. 115242KYSB20170022). The authors would thank Dr. Jonathan Knappett, University of Dundee; he supervised the research work of centrifuge modelling. In addition, Prof. Jian Wu, Zhijian Wang, China Three Gorges University, gave much help on the slope physical modelling and in situ monitoring.

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Authors and Affiliations

  1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, Hubei, China

    Shaojun Li & Qiancheng Sun

  2. University of Chinese Academy of Sciences, Beijing, 100049, China

    Qiancheng Sun

  3. School of Civil Engineering, Hefei University of Technology, Hefei, 230009, China

    Zhenhua Zhang

  4. School Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, China

    Xianqi Luo

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  1. Shaojun Li
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  2. Qiancheng Sun
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Correspondence to Shaojun Li or Qiancheng Sun.

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Li, S., Sun, Q., Zhang, Z. et al. Physical modelling and numerical analysis of slope instability subjected to reservoir impoundment of the Three Gorges. Environ Earth Sci 77, 138 (2018). https://doi.org/10.1007/s12665-018-7321-x

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