首页> 外文期刊>Canadian Geotechnical Journal >Quantitative risk assessment of rock slope instabilities that threaten a highway near Canmore, Alberta, Canada: managing risk calculation uncertainty in practice
【24h】

Quantitative risk assessment of rock slope instabilities that threaten a highway near Canmore, Alberta, Canada: managing risk calculation uncertainty in practice

机译:岩石坡度威胁的定量风险评估威胁到加拿大艾伯塔省附近的高速公路:管理风险计算在实践中的不确定性

获取原文
获取原文并翻译 | 示例
           

摘要

We present a quantitative risk assessment (QRA) to guide decision-making for selection of rock fall protection strategies. The analysis corresponds to a section of highway near Canmore, Alberta, Canada; where rock falls are common. Environmental concerns, tourism, and economic activities overlap the project area, which increased the complexity of the decision-making process. QRA was adopted to improve highway user safety and minimize effects on natural, social, and economic environments. Uncertainty was associated with hazard and consequence quantification, and the study elicited plausible ranges of input variables for risk calculation. Expected and range in risk were calculated for current conditions and after mitigation. Individual risk to highway users was found to be low, following the limited exposure of any particular individual. Current total risk was calculated at 2.9 x 10(-4) probability of fatality and a plausible range between 2.0 x 10(-5) and 5.5 x 10(-3). The slope protection configuration selected had a residual total risk between 9.0 x 10(-4) and 2.9 x 10(-6), and a best estimate of 4.5 x 10(-3). The risk levels were evaluated against criteria previously used in Canada and were considered an appropriate balance between project costs, public safety, environmental concerns, tourism, and economic activities after mitigation.
机译:我们提出了一种定量风险评估(QRA),以指导选择岩石保护策略的决策。分析对应于加拿大艾伯塔省坎莫尔附近的公路部分;岩石瀑布很常见。环境问题,旅游业和经济活动重叠,项目区重叠,这增加了决策过程的复杂性。采用QRA来改善高速公路用户安全性,并尽量减少对自然,社会和经济环境的影响。不确定性与危险和后果量化有关,研究引发了可符号的输入变量范围,用于风险计算。计算当前条件和减缓后的风险范围。在任何特定个人的暴露有限的暴露之后,发现对高速公路用户的个人风险很低。目前的总风险计算在2.9×10(4)的死亡概率和2.0×10( - 5)和5.5×10(-3)之间的合理范围。选择的斜坡保护结构的残留总风险在9.0×10(4)和2.9×10(-6)之间,最佳估计为4.5×10(-3)。在加拿大先前使用的标准评估风险水平,并且在减缓后的项目成本,公共安全,环境问题,旅游和经济活动之间被认为是适当的平衡。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号