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Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity

机译:由于诱导地震性,荷兰格罗宁根地区的液化危害

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摘要

The operator of the Groningen gas field is leading an effort to quantify the seismic hazard and risk of the region due to induced earthquakes, including overseeing one of the most comprehensive liquefaction hazard studies performed globally to date. Due to the unique characteristics of the seismic hazard and the geologic deposits in Groningen, efforts first focused on developing relationships for a Groningen-specific liquefaction triggering model. The liquefaction hazard was then assessed using a Monte Carlo method, wherein a range of credible event scenarios were considered in computing liquefaction damage-potential hazard curves. This effort entailed the use of a regional stochastic seismic source model, ground motion prediction equation, site response model, and geologic model that were developed as part of the broader regional seismic hazard assessment. No to minor surficial liquefaction manifestations are predicted for most sites across the study area for a 2475-year return period. The only sites where moderate surficial liquefaction manifestations are predicted are in the town of Zandeweer, with only some of the sites in the town being predicted to experience this severity of liquefaction for this return period.
机译:格罗宁根气田的操作员导致努力量化由于诱发地震而导致地区的地震危害和风险,包括监督全球迄今为止进行的最全面的液化危害研究之一。由于地震危害的独特特征和格罗宁根的地质沉积物,首先努力重点关注形成格雷明特异性液化触发模型的关系。然后使用蒙特卡罗方法评估液化危害,其中在计算液化损伤潜在的危险曲线中考虑了一系列可靠的事件情景。这项努力需要使用作为更广泛区域地震危害评估的一部分开发的区域随机地震源模型,地面运动预测等式,站点响应模型和地质模型。对于2475年的回报期,在研究区域的大多数地点预测了对小型表现出的小学液化表现不进行微小表现。唯一预测中等表观液化表现的唯一网站是在Zandeweer镇中,只有小镇中的一些地点预测,在这种返回期间体验这种液化的严重程度。

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  • 来源
    《Journal of geotechnical and geoenvironmental engineering》 |2020年第8期|04020068.1-04020068.15|共15页
  • 作者单位

    Dept. of Civil and Environmental Engineering Virginia Tech Blacksburg VA 24061;

    Dept. of Civil and Environmental Engineering Imperial College London London SW7 2AZ UK;

    Dept. of Civil and Environmental Engineering Imperial College London London SW7 2AZ UK;

    Dept. of Civil and Environmental Engineering Univ. of Washington Seattle WA 98195;

    Deltares P.O. Box 177 2600 MH Delft The Netherlands;

    School of Environmental Sciences Univ. of Liverpool Liverpool L69 3GP UK;

    Dept. of Civil and Environmental Engineering Virginia Tech Blacksburg VA 24061;

    Deltares P.O. Box 177 2600 MH Delft The Netherlands;

    Principal Geophysicist Shell Global Solutions International B.V. P.O. Box 60 2280 AB Rijswijk The Netherlands;

    Consultant Simulation and Modeling Alten Capelle a/d IJssel Fascinatio Boulevard 582 2909 VA Capelle aan den IJssel The Netherlands;

    Consultant Simulation and Modeling Alten Capelle a/d IJssel Fascinatio Boulevard 582 2909 VA Capelle aan den IJssel The Netherlands;

    Senior Principal Science Expert Earth Sciences Shell Global Solutions International B.V. Grasweg 31 1031 HW Amsterdam The Netherlands;

    Development Lead Groningen Asset Nederlandse Aardolie Maatschap-pij B.V. (NAM) Schepersmaat 2 9405 TA Assen The Netherlands;

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