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Evaluation of coseismic landslide hazard on the proposed Haast-Hollyford Highway, South Island, New Zealand.

机译:在拟议的新西兰南岛哈斯特-霍利福德公路上评估同震滑坡灾害。

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摘要

Coseismic landsliding presents a major hazard to infrastructure in mountains during large earthquakes. This is particularly true for road networks, as historically coseismic landsliding has resulted in road losses larger than those due to ground shaking. Assessing the exposure of current and planned highway links to coseismic landsliding for future earthquake scenarios is therefore vital for disaster risk reduction. This study presents a method to evaluate the exposure of critical infrastructure to landsliding from scenario earthquakes from an underlying quantitative landslide hazard assessment. The method is applied to a proposed new highway link in South Island, New Zealand, for a scenario Alpine Fault earthquake and compared to the current network. Exposure (the likelihood of a network being affected by one or more landslides) is evaluated from a regional-scale coseismic landslide hazard model and assessed on a relative basis from 0 to 1. The results show that the proposed Haast-Hollyford Highway (HHH) would be highly exposed to coseismic landsliding with at least 30–40 km likely to be badly affected (the Simonin Pass route being the worse affected of the two routes). In the current South Island State Highway network, the HHH would be the link most exposed to landsliding and would increase the total network exposure by 50–70% despite increasing the total road length by just 3%. The present work is intended to provide an effective method to assess coseismic landslide hazard of infrastructure in mountains with seismic hazard, and potentially identify mitigation options and critical network segments.
机译:在大地震期间,同震滑坡对山区的基础设施构成重大危害。对于公路网来说尤其如此,因为历史上的同震滑坡导致的道路损失比地面震动造成的损失更大。因此,评估当前和计划中的高速公路连接线对同震滑坡的暴露程度,以应对未来的地震情况,对于减少灾害风险至关重要。这项研究提出了一种方法,可通过潜在的定量滑坡灾害评估来评估情景地震对关键基础设施的暴露程度。该方法适用于针对新西兰断层地震的新西兰南岛拟建的新高速公路,并与当前网络进行了比较。从区域规模的同震滑坡灾害模型评估暴露(网络受到一个或多个滑坡影响的可能性),并在从0到1的相对基础上进行评估。结果表明,拟议的哈斯特-霍利福德公路(HHH)可能会受到同震滑坡的严重影响,至少有30-40 km km的滑坡可能受到严重影响(西蒙宁in口路线是两条路线中受影响最严重的地区)。在当前的南岛州立高速公路网络中,HHH将是最容易遭受滑坡影响的路段,尽管总道路长度仅增加了3%,​​但仍将使整个网络的暴露程度增加50-70%。本工作旨在提供一种有效的方法,以评估具有地震危险的山区基础设施的同震滑坡危险,并潜在地确定缓解方案和关键网络段。

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