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Determination of the Ground Characterization in Canakkale within the Scope of Liquefact Project

Ozcep, F.; Oztoprak, S.; Aysal, N.; Bozbey, I.; Tezel, O.; Oser, C.; Sargin, S.; Bekin, E.; Almasraf, M.; Cinku, M. C.; Ozdemir, K.


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  <identifier identifierType="DOI">10.5281/zenodo.3465293</identifier>
  <creators>
    <creator>
      <creatorName>Ozcep, F.</creatorName>
      <givenName>F.</givenName>
      <familyName>Ozcep</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
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    <creator>
      <creatorName>Oztoprak, S.</creatorName>
      <givenName>S.</givenName>
      <familyName>Oztoprak</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Aysal, N.</creatorName>
      <givenName>N.</givenName>
      <familyName>Aysal</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Bozbey, I.</creatorName>
      <givenName>I.</givenName>
      <familyName>Bozbey</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Tezel, O.</creatorName>
      <givenName>O.</givenName>
      <familyName>Tezel</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Oser, C.</creatorName>
      <givenName>C.</givenName>
      <familyName>Oser</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Sargin, S.</creatorName>
      <givenName>S.</givenName>
      <familyName>Sargin</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Bekin, E.</creatorName>
      <givenName>E.</givenName>
      <familyName>Bekin</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Almasraf, M.</creatorName>
      <givenName>M.</givenName>
      <familyName>Almasraf</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Cinku, M. C.</creatorName>
      <givenName>M. C.</givenName>
      <familyName>Cinku</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
    <creator>
      <creatorName>Ozdemir, K.</creatorName>
      <givenName>K.</givenName>
      <familyName>Ozdemir</familyName>
      <affiliation>Istanbul University - Cerrahpasa</affiliation>
    </creator>
  </creators>
  <titles>
    <title>Determination of the Ground Characterization in Canakkale within the Scope of Liquefact Project</title>
  </titles>
  <publisher>Zenodo</publisher>
  <publicationYear>2018</publicationYear>
  <dates>
    <date dateType="Issued">2018-04-08</date>
  </dates>
  <resourceType resourceTypeGeneral="Text">Other</resourceType>
  <alternateIdentifiers>
    <alternateIdentifier alternateIdentifierType="url">https://zenodo.org/record/3465293</alternateIdentifier>
  </alternateIdentifiers>
  <relatedIdentifiers>
    <relatedIdentifier relatedIdentifierType="DOI" relationType="IsVersionOf">10.5281/zenodo.3465292</relatedIdentifier>
  </relatedIdentifiers>
  <rightsList>
    <rights rightsURI="http://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;The main objective of this study is the determination of the soil properties of Canakkale test site depending on&lt;br&gt;
the EU H2020 LIQUEFACT project titled &amp;ldquo;Liquefact: Assessment and mitigation of liquefaction potential across&lt;br&gt;
Europe: a holistic approach to protect structures/ infrastructures for improved resilience to earthquake-induced liquefaction&lt;br&gt;
disasters&amp;rdquo;. The concept of the study includes pre-existing investigations and complementary (in-situ and&lt;br&gt;
laboratory) tests. As part of complementary tests, 6 investigation areas had been chosen in Canakkale site and insitu&lt;br&gt;
tests had been performed. In-situ tests can be considered as Standard Penetration Test (SPT), Cone Penetration&lt;br&gt;
Test (CPT (CPTU and SCPT)), Marchetti Dilatometer Test (DMT) and geophysical measurements. In the investigation&lt;br&gt;
areas, boreholes had been opened to perform Standard Penetration Test (SPT). In addition to SPT, CPT and&lt;br&gt;
DMT had been carried out. Geophysical measurements that applied during research were downhole seismic, PSlogging,&lt;br&gt;
seismic refraction, 2D-Remi, MASW, microtremor (H/V Nakamura method) and 2D resistivity profiling.&lt;br&gt;
Seismic refraction, MASW, and microtremor measurements had already been performed in pre-existing studies&lt;br&gt;
although the dynamic soil properties had not been measured. Therefore, these properties had been measured by&lt;br&gt;
using resonant column and cyclic direct shear test. The general idea is to compare results of the geophysical and&lt;br&gt;
other measurements, to identify ground characterization of the site.&lt;/p&gt;</description>
  </descriptions>
  <fundingReferences>
    <fundingReference>
      <funderName>European Commission</funderName>
      <funderIdentifier funderIdentifierType="Crossref Funder ID">10.13039/501100000780</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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