Skip to main content
Log in

New data and interpretations of the shallow and deep deformation of Huangtupo No. 1 riverside sliding mass during seasonal rainfall and water level fluctuation

  • Technical Note
  • Published:
Landslides Aims and scope Submit manuscript

Abstract

The original Badong County, Hubei, China, was mainly below the highest water level of the Three Gorges Reservoir, which is 175 m above sea level. The new downtown of Badong was rebuilt in the Huangtupo area between 1982 and 1991. After detailed geological investigation in the Huangtupo area, four independent landslides were identified, making it one of the largest and most harmful landslide group in the Three Gorges Reservoir area. Since 2003, abundant data have been obtained from the Huangtupo No. 1 sliding mass about rainfall, water level, earth surface deformation and deep deformation. The monitoring data indicate that the earth surface and deep deformation of this landslide is closely related to the seasonal rainfall and water level fluctuation of the reservoir. During increases in the water level, the earth surface deformation velocity decreases, and then increases obviously in the subsequent water level decreasing stage. Because the water level drawdown period overlaps with the rainy season in this area, the earth surface deformation is affected by both rainfall and water level. The deformation velocity of the earth surface caused by rainfall is about 5 mm/month, while that caused by water level decrease is 5–7 mm/month. On the contrary, the deformation velocity of the deep sliding mass accelerates 2 to 3 times faster than average during water level increase. The distinction of surface and deep deformation regulations indicates that the effects of seasonal rainfall and water level fluctuation on the stability of reservoir wading landslides are different. Based on all monitoring data, we also found that the Huangtupo No. 1 riverside sliding mass is creeping seasonally during the seasonal rainfall and periodic reservoir water level fluctuation. The deformation velocities of the east regions of the sliding body indicate acceleration, making these regions even more dangerous.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10

References

  • Cojean R, Caï YJ (2011) Analysis and modeling of slope stability in the Three-Gorges Dam reservoir (China) -The case of Huangtupo landslide. J Mt Sci 8(2):166–175

    Article  Google Scholar 

  • Deng QL, Zhu ZY, Cui ZQ et al (2000) Mass rock creep and landsliding on the Huangtupo slope in the reservoir area of the Three Gorges Project, Yangtze river. Eng Geol 58(1):67–83

    Article  Google Scholar 

  • Fu B, Wu B, Lü Y et al (2010) Three Gorges Project: efforts and challenges for the environment. Prog Phys Geogr 34(6):741–754

    Article  Google Scholar 

  • Fujita H (1977) Influence of water level fluctuations in a reservoir on slope stability. Bull Int Assoc Eng Geol 16(1):170–173

    Article  Google Scholar 

  • Hu X, Tang H, Li C et al (2012) Stability of Huangtupo riverside slumping mass II# under water level fluctuation of Three Gorges reservoir. J Earth Sci 23(3):326–334

    Article  Google Scholar 

  • Johansson JM, Edeskär T (2014) Effects of external water-level fluctuations on slope stability. Electron J Geotech Eng 19:2437–2463

    Google Scholar 

  • Kilburn CR, Petley DN (2003) Forecasting giant, catastrophic slope collapse: lessons from Vajont, Northern Italy. Geomorphology 54(1):21–32

    Article  Google Scholar 

  • Lane PA, Griffiths DV (2000) Assessment of stability of slopes under drawdown conditions. J Geotech Geoenviron 126(5):443–450

    Article  Google Scholar 

  • Li D, Yin K, Leo C (2010) Analysis of Baishuihe landslide influenced by the effects of reservoir water and rainfall. Environmen Earth Sci 4(60):677–687

    Article  Google Scholar 

  • Liu P, Li Z, Hoey T et al (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(3):253–264

    Article  Google Scholar 

  • Lu N, Likos WJ (2006) Suction stress characteristic curve for unsaturated soil. J Geotech Geoenviron 32(2):131–141

    Article  Google Scholar 

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

    Article  Google Scholar 

  • Morgan TKKB, Sardelic DN, Waretini AF (2012) The Three Gorges project: how sustainable? J Hydrol 460(5):1–12

    Article  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(1):75–93

    Article  Google Scholar 

  • Schuster RL (1979) Reservoir-induced landslides. Bull Int Assoc Eng Geol 20(1):8–15

    Article  Google Scholar 

  • Shen G, Xie Z (2004) Three Gorges Project: chance and challenge. Science 304(5671):681

    Article  Google Scholar 

  • Tang H, Li C, Hu X et al (2014a) Evolution characteristics of the Huangtupo landslide based on in situ tunneling and monitoring. Landslides 12(3):1–11

    Google Scholar 

  • Tang H, Li C, Hu X et al (2014b) Deformation response of the Huangtupo landslide to rainfall and the changing levels of the Three Gorges reservoir. Bull Eng Geol Environ 74(3):1–10

    Article  Google Scholar 

  • Tomás R, Li Z, Liu P et al (2014) Spatiotemporal characteristics of the Huangtupo landslide in the Three Gorges region (China) constrained by radar interferometry. Geophys J Int 197(1):213–232

    Article  Google Scholar 

  • Wang J (2002) Three Gorges Project: the largest water conservancy project in the world. Public Adm Dev 22(5):369–375 (in Chinese)

    Article  Google Scholar 

  • Wang FW, Zhang YM, Huo ZT et al (2004) The July 14, 2003 Qianjiangping landslide, Three Gorges Reservoir, China. Landslides 1(2):157–162

    Article  Google Scholar 

  • Wang JE, Xiang W, Lu N (2014) Landsliding triggered by reservoir operation: a general conceptual model with a case study at Three Gorges Reservoir. Acta Geotech 9(5):771–788

    Article  Google Scholar 

  • Xiao SR, Liu DF, Lu ZY (2010) Engineering geologic study of three actual dip bedding rockslides associated with reservoirs in the world. Chin J Eng Geol 18(1):52–59 (in Chinese)

    Google Scholar 

Download references

Acknowledgments

The work was funded by the National Natural Science Foundation of China (Nos. 41502280 and 41572286).

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Aijun Su.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wang, J., Su, A., Xiang, W. et al. New data and interpretations of the shallow and deep deformation of Huangtupo No. 1 riverside sliding mass during seasonal rainfall and water level fluctuation. Landslides 13, 795–804 (2016). https://doi.org/10.1007/s10346-016-0712-8

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10346-016-0712-8

Keywords

Navigation