Articles | Volume 16, issue 2
https://doi.org/10.5194/nhess-16-299-2016
https://doi.org/10.5194/nhess-16-299-2016
Research article
 | 
03 Feb 2016
Research article |  | 03 Feb 2016

The quantitative estimation of the vulnerability of brick and concrete wall impacted by an experimental boulder

J. Zhang, Z. X. Guo, D. Wang, and H. Qian

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Bell, R. and Glade, T.: Quantitative risk analysis for landslides – Examples from Bíldudalur, NW-Iceland, Nat. Hazards Earth Syst. Sci., 4, 117–131, https://doi.org/10.5194/nhess-4-117-2004, 2004.
Bugnion, L., McArdell, B., Bartelt, P., and Wendeler, C.: Measurements of hillslope debris flow impact pressure on obstacles, Landslides, 9, 179–187, https://doi.org/10.1007/s10346-011-0294-4, 2012.
Canelli, L., Ferrero, A. M., Migliazza, M., and Segalini, A.: Debris flow risk mitigation by the means of rigid and flexible barriers – experimental tests and impact analysis, Nat. Hazards Earth Syst. Sci., 12, 1693–1699, https://doi.org/10.5194/nhess-12-1693-2012, 2012.
Construction Industry of China: Specification of the design of masonry structures, Beijing, 2011.
Cui, P.: Advances in debris flow prevention in China, Sci. Soil Water Conserv., 7, 7–13, 2009.
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Short summary
An iron sphere was applied to substitute of debris flow. Walls were constructed in prototype dimensions to physically simulate the damaged structures in debris flows. The quantitative estimation of the vulnerability of brick and concrete wall was established based on fuzzy mathematics and the proposed failure criterion. The results show that the maximum impact bending moment seems to be most suitable for the disaster intensity index in establishing vulnerability curve and formula.
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