September 26, 2019 Conference paper Open Access

Oblak Aleš; Logar Janko; Kuder Sebastjan; Viana da Fonseca Antonio

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  <identifier identifierType="DOI">10.5281/zenodo.3465201</identifier>
  <creators>
    <creator>
      <creatorName>Oblak Aleš</creatorName>
      <affiliation>University of Ljubljana</affiliation>
    </creator>
    <creator>
      <creatorName>Logar Janko</creatorName>
      <nameIdentifier nameIdentifierScheme="ORCID" schemeURI="http://orcid.org/">0000-0002-8614-5176</nameIdentifier>
      <affiliation>University of Ljubljana</affiliation>
    </creator>
    <creator>
      <creatorName>Kuder Sebastjan</creatorName>
      <affiliation>University of Ljubljana</affiliation>
    </creator>
    <creator>
      <creatorName>Viana da Fonseca Antonio</creatorName>
      <nameIdentifier nameIdentifierScheme="ORCID" schemeURI="http://orcid.org/">0000-0002-9896-1410</nameIdentifier>
      <affiliation>University of Porto</affiliation>
    </creator>
  </creators>
  <titles>
    <title>VULNERABILITY OF TRAFFIC EMBANKMENTS TO LIQUEFACTION-INDUCED DEFORMATIONS</title>
  </titles>
  <publisher>Zenodo</publisher>
  <publicationYear>2019</publicationYear>
  <subjects>
    <subject>Embankment, Liquefaction, FLAC, Vulnerability Analysis</subject>
  </subjects>
  <dates>
    <date dateType="Issued">2019-09-26</date>
  </dates>
  <language>en</language>
  <resourceType resourceTypeGeneral="ConferencePaper"/>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://zenodo.org/record/3465201</alternateIdentifier>
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    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.5281/zenodo.3465200</relatedIdentifier>
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  <rightsList>
    <rights rightsURI="https://creativecommons.org/licenses/by/4.0/legalcode">Creative Commons Attribution 4.0 International</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">&lt;p&gt;Liquefaction-induced deformations on traffic embankments were studied using software package FLAC in combination with advanced material model PM4Sand in order to simulate the liquefaction phenomenon. A parametric study was carried out, where the geometry of the embankment and soil profile was varied. In addition, numerical analyses were performed for two sets of material properties of the liquefiable sandy layer &amp;ndash; medium dense and loose state. On the basis of numerical results, fragility curves were derived in terms of crest settlement as damage state parameter and Arias intensity or peak ground acceleration as intensity measure.&lt;/p&gt;</description>
  </descriptions>
  <fundingReferences>
    <fundingReference>
      <funderName>European Commission</funderName>
      <funderIdentifier funderIdentifierType="Crossref Funder ID">10.13039/100010661</funderIdentifier>
      <awardNumber awardURI="info:eu-repo/grantAgreement/EC/H2020/700748/">700748</awardNumber>
      <awardTitle>Assessment and mitigation of liquefaction potential across Europe: a holistic approach to protect structures / infrastructures for improved resilience to earthquake-induced liquefaction disasters</awardTitle>
    </fundingReference>
  </fundingReferences>
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