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首页> 外文期刊>Australian Geomechanics >SLOPE RISK ANALYSIS SUPPORTING POST-DISASTER RECOVERY: THE 2016 KAIKOURA EARTHQUAKE
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SLOPE RISK ANALYSIS SUPPORTING POST-DISASTER RECOVERY: THE 2016 KAIKOURA EARTHQUAKE

机译:坡度风险分析支持灾后恢复:2016年凯库拉地震

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摘要

On 14 November 2016 a M7.8 earthquake caused significant localised damage to transportation infrastructure around Kaikoura, NZ. The strong earthquake-induced ground motions in the near-source region resulted in substantial rockfall, translational landslides, and channelized debris flows. The closure of SHI, the Inland Kaik5ura Road and the Main North Line railway effectively cut off all land routes into Kaikoura.The North Canterbury Transport Infrastructure Recovery Alliance (NCTIR) was established to rebuild and reopen the coastal routes. To better understand current and future risk to road users, slope risk analyses were carried out following the NSW Roads and Maritime Services 2014 Slope Risk Analysis methodology (NSW RMS SRA 2014). Various risk scenarios were considered reflecting the temporal change in hazards, likelihood, and consequences through the post-disaster recovery process. The core approach of the NSW RMS SRA methodology was applied to consider multiple risk scenarios in order to support the post-disaster activities. A total of-70 slope risk analyses were carried out over 10km of SHI. Due to the large spatial extent of the slopes and source zones, automation of geospatial analysis of LiDAR derived digital elevation models increased efficiencies in the analysis and documentation.The application demonstrated that rapid post-disaster risk reduction practices like traffic control and temporary barriers were effective in temporarily reducing risk to acceptable levels. The NSW RMS SRA can be used throughout the post-disaster response and recovery process to understand risk to road users in re-opening the road and optimise the balance of proposed risk mitigation options between risk reduction, costs and impact to road users.
机译:2016年11月14日,M7.8地震对Kaikoura,NZ周围的运输基础设施造成了重大的本地化损坏。近源区的强烈地震诱导的接地运动导致大量岩石,平移滑坡和引导的碎片流动。施施泰尔·凯西拉路及主要北线铁路有效地切断了kaikoura的所有土地路线。建立了北坎特伯雷运输基础设施恢复联盟(NCTIR)重建并重新打开沿海航线。为了更好地了解道路使用者的当前和未来风险,在NSW道路和海事服务2014坡风险分析方法(NSW RMS SRA 2014)之后进行坡路风险分析。考虑了各种风险场景,反映了通过灾后恢复过程的危害,可能性和后果的时间变化。应用NSW RMS SRA方法的核心方法,以考虑多种风险场景,以支持灾后活动。共有70个坡度风险分析以超过10km的SHI进行。由于斜坡和源区的空间范围大,LIDAR导出的数字高度模型的地理空间分析的自动化增加了分析和文档的效率增加了效率。该应用表明,易行的灾后风险降低实践,如交通管制和临时障碍都是有效的暂时降低可接受水平的风险。 NSW RMS SRA可以在整个灾后响应和恢复过程中使用,以了解Road用户在重新开放道路上的风险,并优化风险降低,成本和对道路用户的影响之间提出的风险缓解方案的平衡。

著录项

  • 来源
    《Australian Geomechanics》 |2017年第4期|共7页
  • 作者单位

    North Canterbury Transport Infrastructure Recovery Alliance;

    North Canterbury Transport Infrastructure Recovery Alliance;

    North Canterbury Transport Infrastructure Recovery Alliance;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 地质力学;
  • 关键词

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