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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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    <subfield code="a">Assessment and mitigation of liquefaction potential across Europe: a holistic approach to protect structures / infrastructures for improved resilience to earthquake-induced liquefaction disasters</subfield>
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    <subfield code="a">&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;</subfield>
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