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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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{
  "publisher": "Zenodo", 
  "DOI": "10.5281/zenodo.3465293", 
  "title": "Determination of the Ground Characterization in Canakkale within the Scope of Liquefact Project", 
  "issued": {
    "date-parts": [
      [
        2018, 
        4, 
        8
      ]
    ]
  }, 
  "abstract": "<p>The main objective of this study is the determination of the soil properties of Canakkale test site depending on<br>\nthe EU H2020 LIQUEFACT project titled &ldquo;Liquefact: Assessment and mitigation of liquefaction potential across<br>\nEurope: a holistic approach to protect structures/ infrastructures for improved resilience to earthquake-induced liquefaction<br>\ndisasters&rdquo;. The concept of the study includes pre-existing investigations and complementary (in-situ and<br>\nlaboratory) tests. As part of complementary tests, 6 investigation areas had been chosen in Canakkale site and insitu<br>\ntests had been performed. In-situ tests can be considered as Standard Penetration Test (SPT), Cone Penetration<br>\nTest (CPT (CPTU and SCPT)), Marchetti Dilatometer Test (DMT) and geophysical measurements. In the investigation<br>\nareas, boreholes had been opened to perform Standard Penetration Test (SPT). In addition to SPT, CPT and<br>\nDMT had been carried out. Geophysical measurements that applied during research were downhole seismic, PSlogging,<br>\nseismic refraction, 2D-Remi, MASW, microtremor (H/V Nakamura method) and 2D resistivity profiling.<br>\nSeismic refraction, MASW, and microtremor measurements had already been performed in pre-existing studies<br>\nalthough the dynamic soil properties had not been measured. Therefore, these properties had been measured by<br>\nusing resonant column and cyclic direct shear test. The general idea is to compare results of the geophysical and<br>\nother measurements, to identify ground characterization of the site.</p>", 
  "author": [
    {
      "family": "Ozcep, F."
    }, 
    {
      "family": "Oztoprak, S."
    }, 
    {
      "family": "Aysal, N."
    }, 
    {
      "family": "Bozbey, I."
    }, 
    {
      "family": "Tezel, O."
    }, 
    {
      "family": "Oser, C."
    }, 
    {
      "family": "Sargin, S."
    }, 
    {
      "family": "Bekin, E."
    }, 
    {
      "family": "Almasraf, M."
    }, 
    {
      "family": "Cinku, M. C."
    }, 
    {
      "family": "Ozdemir, K."
    }
  ], 
  "type": "article", 
  "id": "3465293"
}
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