Articles | Volume 12, issue 5
Nat. Hazards Earth Syst. Sci., 12, 1381–1392, 2012
https://doi.org/10.5194/nhess-12-1381-2012
Nat. Hazards Earth Syst. Sci., 12, 1381–1392, 2012
https://doi.org/10.5194/nhess-12-1381-2012

Research article 09 May 2012

Research article | 09 May 2012

Assessment of risks of loose landslide deposits formed by the 2008 Wenchuan earthquake

S. Zhang1, L. M. Zhang1, M. Peng1, L. L. Zhang2, H. F. Zhao1, and H. X. Chen1 S. Zhang et al.
  • 1Department of Civil and Environmental Engineering, The Hong Kong University of Science and Technology, Clear Water Bay, Hong Kong
  • 2Department of Civil Engineering, Shanghai Jiaotong University, Shanghai, China

Abstract. A Geographic Information System (GIS)-based quantitative risk assessment methodology was adopted to evaluate the risks of loose deposits formed by the 2008 Wenchuan earthquake along a highway near the epicenter. A total of 305 loose deposits with a total volume of 4.0 × 107 m3 has been identified. A physical model was used to determine the failure probability of these loose deposits under six rainfall scenarios, assuming the loose deposits as infinite slopes. The calculated probability of rain-induced slope failures is verified by the recorded landslides at the same site during a storm in 2010. Seventy-nine out of the 112 rain-induced loose deposit failures are predicted by the reliability analysis, with an accuracy of 71%. The results of reliability analysis and information on the consequence of these rain-induced landslides enable the estimation of the annual societal and individual risks of the loose deposits. Under the rainfall scenarios of 30 mm/12 h and 70 mm/12 h, the estimated annual societal risks reach 8.8 and 7.5, respectively, and the individual risks reach 0.05 and 0.04, respectively, which are very high compared with present risk acceptance criteria. The preliminary assessment provides a benchmark for studying the long-term risks of these loose deposits and engineering decision.

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