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Quantitative risk assessment of slope hazards along a section of railway in the Canadian Cordillera—a methodology considering the uncertainty in the results
- 作者:Renato Macciotta ; C. Derek Martin ; Norbert R. Morgenstern ; David M. Cruden
- 关键词:Rock falls ; Uncertainty ; Quantitative risk assessment ; Monte Carlo simulation
- 刊名:Landslides
- 出版年:2016
- 出版时间:February 2016
- 年:2016
- 卷:13
- 期:1
- 页码:115-127
- 全文大小:1,590 KB
- 参考文献:Australian Geomechanics Society (AGS) (2007) Practice note guidelines for landslide risk management 2007. Aust Geomech 42(1):63–114
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- 作者单位:Renato Macciotta (1)
C. Derek Martin (2) Norbert R. Morgenstern (3) David M. Cruden (4)
1. Department of Civil and Environmental Engineering, University of Alberta, 3-017 Markin/CNRL Natural Resources Engineering Facility, Edmonton, AB, T6G 2W2, Canada 2. Canadian Rail Research Laboratory, Department of Civil and Environmental Engineering, University of Alberta, 3-071 Markin/CNRL Natural Resources Engineering Facility, Edmonton, AB, T6G 2W2, Canada 3. Department of Civil and Environmental Engineering, University of Alberta, 3-075 Markin/CNRL Natural Resources Engineering Facility, Edmonton, AB, T6G 2W2, Canada 4. Department of Civil and Environmental Engineering, University of Alberta, 3-064 Markin/CNRL Natural Resources Engineering Facility, Edmonton, AB, T6G 2W2, Canada
- 刊物类别:Earth and Environmental Science
- 刊物主题:Earth sciences
Applied Geosciences Geography Agriculture Civil Engineering
- 出版者:Springer Berlin Heidelberg
- ISSN:1612-5118
文摘
Railway alignments through the Canadian Cordillera are constantly exposed to slope instabilities. Proactive mitigation strategies have been in place for a few decades now, and instability record keeping has been recognized as an important aspect of them. Such a proactive strategy has enhanced the industry’s capacity to manage slope risks, and some sections have been recognized as critical due to the frequency of instabilities. At these locations, quantification of the risks becomes necessary. Risk analysis requires knowledge of some variables for which statistical data are scarce or not available, and elicitation of subjective probabilities is needed. A limitation of such approaches lies in the uncertainty associated to those elicited probabilities. In this paper, a quantitative risk analysis is presented for a section of railway across the Canadian Cordillera. The analysis focused on the risk to life of the freight train crews working along this section. Upper and lower bounds were elicited to cope with the uncertainties associated with this approach. A Monte Carlo simulation technique was then applied to obtain the probability distribution of the estimated risks. The risk probability distribution suggests that the risk to life of the crews is below previously published evaluation criteria and within acceptable levels. The risk assessment approach proposed focuses on providing a measure of the uncertainty associated with the estimated risk and is capable of handling distributions that cover more than two orders of magnitude. Keywords Rock falls Uncertainty Quantitative risk assessment Monte Carlo simulation
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