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

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author:
    R. A. Green
    ,
    J. J. Bommer
    ,
    P. J. Stafford
    ,
    B. W. Maurer
    ,
    P. P. Kruiver
    ,
    B. Edwards
    ,
    A. Rodriguez-Marek
    ,
    G. de Lange
    ,
    S. J. Oates
    ,
    T. Storck
    ,
    P. Omidi
    ,
    S. J. Bourne
    ,
    J. van Elk
    DOI: 10.1061/(ASCE)GT.1943-5606.0002286
    Publisher: ASCE
    Abstract: 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.
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      Liquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4268895
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorR. A. Green
    contributor authorJ. J. Bommer
    contributor authorP. J. Stafford
    contributor authorB. W. Maurer
    contributor authorP. P. Kruiver
    contributor authorB. Edwards
    contributor authorA. Rodriguez-Marek
    contributor authorG. de Lange
    contributor authorS. J. Oates
    contributor authorT. Storck
    contributor authorP. Omidi
    contributor authorS. J. Bourne
    contributor authorJ. van Elk
    date accessioned2022-01-30T21:49:09Z
    date available2022-01-30T21:49:09Z
    date issued8/1/2020 12:00:00 AM
    identifier other%28ASCE%29GT.1943-5606.0002286.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268895
    description abstractThe 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.
    publisherASCE
    titleLiquefaction Hazard in the Groningen Region of the Netherlands due to Induced Seismicity
    typeJournal Paper
    journal volume146
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0002286
    page15
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2020:;Volume ( 146 ):;issue: 008
    contenttypeFulltext
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