June 23, 2019 Conference paper Embargoed Access

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

DCAT Export

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        <foaf:name>Salvatore Erminio</foaf:name>
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            <foaf:name>University of Cassino and Southern Lazio</foaf:name>
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        <foaf:name>Mascolo Maria Cristina</foaf:name>
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        <foaf:name>Proia Roberta</foaf:name>
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        <foaf:name>Modoni Giuseppe</foaf:name>
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        <foaf:name>Grassi Davide</foaf:name>
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    <dct:title>Low pressure grouting with nanosilicate to reduce the liquefaction susceptibility of sand</dct:title>
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    <dct:issued rdf:datatype="http://www.w3.org/2001/XMLSchema#gYear">2019</dct:issued>
    <dcat:keyword>Liquefaction</dcat:keyword>
    <dcat:keyword>Mitigation</dcat:keyword>
    <dcat:keyword>Nanosilicates</dcat:keyword>
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        <dct:identifier rdf:datatype="http://www.w3.org/2001/XMLSchema#string">10.13039/501100000780</dct:identifier>
        <foaf:name>European Commission</foaf:name>
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    <dct:available rdf:datatype="http://www.w3.org/2001/XMLSchema#date">2020-06-30</dct:available>
    <dct:dateAccepted rdf:datatype="http://www.w3.org/2001/XMLSchema#date">2019-06-23</dct:dateAccepted>
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    <dct:description>&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;</dct:description>
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    <dct:title>Assessment and mitigation of liquefaction potential across Europe: a holistic approach to protect structures / infrastructures for improved resilience to earthquake-induced liquefaction disasters</dct:title>
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        <foaf:name>European Commission</foaf:name>
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