June 23, 2019 Conference paper Open Access

Salvatore Erminio; Mascolo Maria Cristina; Proia Roberta; Modoni Giuseppe; Grassi Davide

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  <identifier identifierType="DOI">10.5281/zenodo.3463422</identifier>
  <creators>
    <creator>
      <creatorName>Salvatore Erminio</creatorName>
      <affiliation>University of Cassino and Southern Lazio</affiliation>
    </creator>
    <creator>
      <creatorName>Mascolo Maria Cristina</creatorName>
      <affiliation>University of Cassino and Southern Lazio</affiliation>
    </creator>
    <creator>
      <creatorName>Proia Roberta</creatorName>
      <affiliation>University of Cassino and Southern Lazio</affiliation>
    </creator>
    <creator>
      <creatorName>Modoni Giuseppe</creatorName>
      <affiliation>University of Cassino and Southern Lazio</affiliation>
    </creator>
    <creator>
      <creatorName>Grassi Davide</creatorName>
      <affiliation>University of Cassino and Southern Lazio</affiliation>
    </creator>
  </creators>
  <titles>
    <title>Low pressure grouting with nanosilicate to reduce the liquefaction susceptibility of sand</title>
  </titles>
  <publisher>Zenodo</publisher>
  <publicationYear>2019</publicationYear>
  <subjects>
    <subject>Liquefaction</subject>
    <subject>Mitigation</subject>
    <subject>Nanosilicates</subject>
  </subjects>
  <dates>
    <date dateType="Issued">2019-06-23</date>
  </dates>
  <language>en</language>
  <resourceType resourceTypeGeneral="ConferencePaper"/>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://zenodo.org/record/3463422</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.5281/zenodo.3463421</relatedIdentifier>
  </relatedIdentifiers>
  <rightsList>
    <rights rightsURI="https://creativecommons.org/licenses/by/1.0/legalcode">Creative Commons Attribution 1.0 Generic</rights>
    <rights rightsURI="info:eu-repo/semantics/openAccess">Open Access</rights>
  </rightsList>
  <descriptions>
    <description descriptionType="Abstract">&lt;p&gt;The severe damages on buildings and infrastructures induced by earthquake&lt;br&gt;
liquefaction has highlighted the importance of implementing reliable techniques to reduce the&lt;br&gt;
susceptibility of loose sandy deposits beneath new or existing buildings. In this direction, the&lt;br&gt;
present paper presents the results of an experimental campaign aimed at analyzing the effectiveness&lt;br&gt;
of low-pressure grouting of sand with nanosilicatesto mitigate the effects of liquefaction.&lt;br&gt;
Sandy specimens, reconstituted at two initial relative densities have been treated with&lt;br&gt;
grout prepared with silica content ranging from 1.2% to 5.0% by weight, cured for different&lt;br&gt;
periods and have then been subjected to different physical and mechanical tests. The results&lt;br&gt;
reveal a lower tendency of the treated material to accumulate excess pore pressuresduring&lt;br&gt;
undrained cyclic loading, proving in this way that the technique can be successfully adopted&lt;br&gt;
to mitigate the effects of liquefaction of loose sandy deposits.&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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