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Erschienen in: Rock Mechanics and Rock Engineering 5/2015

01.09.2015 | Original Paper

An Uncertainty Method for Probabilistic Analysis of Buildings Impacted by Rockfall in a Limestone Quarry in Fengshan, Southwestern China

verfasst von: Bo Chai, Zhaohui Tang, Ao Zhang, Juan Du, Hongrui Su, Hongqing Yi

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 5/2015

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Abstract

Rockfall is a common occurrence in open-pit mines in China, and seriously threatens lives and buildings. The damage to buildings includes many uncertainty factors, such as the occurrence of rockfall, runout trajectory, and impact energy. A uncertainty method was used to assess the probability of rockfall impacting buildings. The process includes four steps: (A) Calculating the probability of rockfall occurrence. (B) Probability analysis of the rockfall reaching the building and its energy. (C) Calculation of the building’s vulnerability to rockfall impact. (D) Probability assessment of the building collapse. (E) Design options for protecting the building from rockfall damage. The method is applied in an abandoned limestone quarry in Fengshan, southwestern China. The results indicate that rockfalls have two kinds of failure modes: slide and topple, whose failure probability is 0–0.488 in the different quarry zones. The probabilities of three buildings located at the bottom of the quarry of collapsing from rockfall impact are 0.188, 0.006, and 0.002. A rockfall platform and vegetation planting at the bottom of the quarry could prevent rockfall from reaching the buildings.

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Metadaten
Titel
An Uncertainty Method for Probabilistic Analysis of Buildings Impacted by Rockfall in a Limestone Quarry in Fengshan, Southwestern China
verfasst von
Bo Chai
Zhaohui Tang
Ao Zhang
Juan Du
Hongrui Su
Hongqing Yi
Publikationsdatum
01.09.2015
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 5/2015
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-014-0682-x

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