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Slope Deformation Caused by Water-level Variation in the Three Gorges Reservoir, China

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Landslides: Global Risk Preparedness

Abstract

Landslides may be triggered by water-level variation during the operation of a reservoir. The most severe landslide disaster occurred in Vajont water reservoir in Italy in 1963, and caused more than 2,000 fatalities. Since then, landslide problems in reservoir areas have received much attention. In the Three Gorges area of China, the largest dam in the world was constructed from 1994 to 2006. For the purpose of mitigating landslide disasters around the Three Gorges water reservoir, an IPL member project IPL108, “Disaster evaluation and mitigation of landslides in the Three-Gorge water reservoir area, China” was proposed by the Earthquake Administration of Chongqing Municipality in 2002. Later, China Geological Survey, China Three Gorges University, Kyoto University and Shimane University joined the research and investigation. This report summarizes research results on Qianjiangping landslide, which was triggered by an initial impoundment in 2003 and moved a long distance at high speed, and Shuping landslide, which was reactivated by the initial impoundment and moved slowly.

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Bibliography

  1. Cao L, Luo XQ, Cheng SG (2007). Research on Similar Material of Physical Model for Qianjiangping Landslide. Journal of China Three Gorges University (Natural Sciences Edition), 29(1):37–39 (in Chinese with English abstract).

    Google Scholar 

  2. Chen DJ, Xue GF, Xu FX (1997). Study on the Engineering Geology Properties in Three Gorges. Hubei Scientific Press, Wuhan, 294p.

    Google Scholar 

  3. Saito R, Sassa K, Fukuoka H (2007). Effects of shear rate on the internal friction angle of silica sand and bentonite mixture samples. Journal of the Japan Landslide Society, 44(1):33–38 (in Japanese with English abstract).

    Article  Google Scholar 

  4. Sassa K, Fukuoka H, Wang G, Ishikawa N (2004). Undrained dynamic-loading ring-shear apparatus and its application to landslide dynamics. Landslides, 1(1):9–17.

    Google Scholar 

  5. Tika TE, Vaughan PR, Lemos LJ (1996). Fast shearing of pre-existing shear zones in soil. Geotechnique, 46(2):197–233.

    Article  Google Scholar 

  6. Wang FW, Zhang YM, Huo ZT, Matsumoto T, Huang BL (2004). The July 14, 2003 Qianjiangping landslide, Three Gorges Reservoir, China. Landslides, 1(2):157–162.

    Article  Google Scholar 

  7. Wang FW, Zhang YM, Huo ZT, Peng XM, Wang SM, Yamasaki S (2008a). Mechanism for the rapid motion of the Qianjiangping landslide during reactivation by the first impoundment of the Three Gorges Dam reservoir, China. Landslides, Vol. 5, No. 4, pp. 379–386.

    Article  Google Scholar 

  8. Wang FW, Zhang YM, Huo ZT, Peng XM, Araiba K, Wang GH (2008b). Movement of the Shuping landslide in the first four years after the initial impoundment of the Three Gorges Dam Reservoir, China. Landslides, Vol. 5, No. 3, pp. 321–330.

    Article  Google Scholar 

  9. Wang ZH, Yang RH (2005). The activity characteristics and movement style of Qianjiangping Landslide in the Three Gorges Reservoir region. The Chinese Journal of Geological Hazard and Control, 15(3):5–8 (in Chinese with English abstract).

    Google Scholar 

  10. Wu AQ, Ding XL, Li HZ, Chen SH, Shi GH (2006). Numerical simulation of startup and whole failure process of Qianjiangping landslide using discontinuous deformation analysis method. Chinese Journal of Rock Mechanics and Engineering, 25(7):1297–1303 (in Chinese with English abstract).

    Google Scholar 

  11. Yin YP, Peng XM (2007). Failure mechanism on Qianjiangping landslide in the Three Gorges Reservoir region. Chinese Hydrogeology and Engineering Geology, 51(3):49–52 (in Chinese with English abstract).

    Google Scholar 

  12. Zhang YM, Peng XM, Wang FW, Huo ZT, Huang BL (2004). Current status and challenge of landslide monitoring in Three-Gorge Reservoir area, China. In Proc. Sym. on Appl. of Real-time Info. in Dis. Man., JSCE, 2004, 165–170.

    Google Scholar 

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Correspondence to Fawu Wang or Yuepin Yin .

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Wang, F., Yin, Y., Huo, Z., Zhang, Y., Wang, G., Ding, R. (2013). Slope Deformation Caused by Water-level Variation in the Three Gorges Reservoir, China. In: Sassa, K., Rouhban, B., Briceño, S., McSaveney, M., He, B. (eds) Landslides: Global Risk Preparedness. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-22087-6_15

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