Skip to main content

Advertisement

Log in

The rainfall-induced Wulipo rockslide, China: a modified model for rockslide initiation

  • Original Article
  • Published:
Environmental Earth Sciences Aims and scope Submit manuscript

Abstract

During the May 12, 2008 Wenchuan earthquake, rock masses in the earthquake region were shaken, and subsequently, a number of post-earthquake landslides and debris flows occurred, triggered by heavy rainstorms. This paper presents a study of the rainfall-induced mechanism that triggered the landslides. This study is based on pre- and post-landslide geomorphology and geological features identified from pre-landslide high-resolution satellite imagery and post-landslide aerial photographs of the Wulipo landslide. The remote sensing observations were verified by field investigations. The results indicate that the heavy storm that occurred in July 2013 was the main trigger for the landslide although existing tensions and weak rock interfaces were the main internal causes for reactivation of the landslide. The bedding in the rocks dips in the same direction as the topographic slope. A tensile trough developed at the scarp. Based on data from the Wulipo rockslide, a model is proposed for calculating the safety factor for rockslides that takes into account the hydrostatic pressure along the structural plane of the rockslide. The results show that the proposed method can effectively estimate the stability of a storm-induced rockslide in regions underlain by bedded rocks. Based on this estimate, it is concluded that the Wulipo rockslide is a reactivated old rockslide.

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

Similar content being viewed by others

References

  • Chai B, Jiang B, Du J, Xiao LL (2016) Diagrammatize movement disintegration patterns of bedding rockslide. Environ Earth Sci 75:323–338

    Article  Google Scholar 

  • Hoek E, Bray J (1981) Rock slope engineering, 3rd edn. The Institution of Mining and Metallurgy, London

    Google Scholar 

  • Kliche CA (1999) Rock slope stability. Society for Mining Metallurgy, Littleton

    Google Scholar 

  • Luo Q, Li L, Zhao LH (2010) Quasi-static analysis on the seismic stability of anchored rock slope with the effect of surcharge and water pressure conditions. Rock Soil Mech 31:3585–3593 (in Chinese)

    Google Scholar 

  • Palenzuela JA, Jiménez-Perálvarez JD, Chacón J, Irigaray C (2016) Assessing critical rainfall thresholds for landslide triggering by generating additional information from a reduced database: an approach with examples from the Betic Cordillera (Spain). Nat Hazards 84(1):185–212

    Article  Google Scholar 

  • Sharma S, Raghuvanshi TK, Anbalagan R (1995) Plane failure analysis of rock slopes. Geotech Geol Eng 13(2):105–111

    Article  Google Scholar 

  • Shu JS, Wang XZ, Zhou YY (2004) Improving on assumption for water pressure distributing on failure surface in rock slope. J China Univ Min Technol 33:509–512

    Google Scholar 

  • Shukla SK, Hossain MM (2011) Analytical expression for factor of safety of an anchored rock slope against plane failure. Int J Geotech Eng 5(2):181–187

    Article  Google Scholar 

  • Shukla SK, Khandelwal S, Verma VN, Sivakugan N (2009) Effect of surcharge on the stability of anchored rock slope with water filled tension crack under seismic loading condition. Geotech Geol Eng 27(4):529–538

    Article  Google Scholar 

  • Wu HB, He ZP, Cao WW (2011) Stability study of slope with planar failure based on different water pressure distributions. Rock Soil Mech 32:2493–2499 (in Chinese)

    Google Scholar 

  • Wyllie DC, Mah CW (2004) Rock slope engineering, 4th edn. Spon Press, London

    Google Scholar 

  • Yin YP, Cheng YL, Liang JT, Wang WP (2016) Heavy-rainfall-induced catastrophic rockslide-debris flow at Sanxicun, Dujiangyan, after the Wenchuan Ms 8.0 earthquake. Landslides 13(1):9–23

    Article  Google Scholar 

  • Zhao LH, Cao JY, Zhang YB, Luo Q (2015) Effect of hydraulic distribution on the stability of a plane slide rock slope under the nonlinear Barton-Bandis failure criterion. Geomech Eng 8(3):391–414

    Article  Google Scholar 

Download references

Acknowledgements

The authors would like to thank the Basic Research Program of China (No. 2013CB733200), the Creative Research Groups of China (No. 41521002), and the National Natural Science Foundation of China (No. 41672282) for grants that made this research possible. The first author would also like to thank the Innovation Team of the Chengdu University of Technology.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to J. S. Shi.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Wu, L.Z., Shi, J.S. & Xu, Q. The rainfall-induced Wulipo rockslide, China: a modified model for rockslide initiation. Environ Earth Sci 76, 497 (2017). https://doi.org/10.1007/s12665-017-6826-z

Download citation

  • Received:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s12665-017-6826-z

Keywords

Navigation