Conference paper Open Access

Liquefact Project Studies In Canakkale Pilot Site

Ozcep, F.; Oztoprak, S.; Aysal, N.; Bozbey, I.; Tezel, O.; Oser, C.; Sargin, S.; Bekin, E.


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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;Our aim is to outline the ground characterisation studies in Canakkale test site. Study is based on the EU H2020&lt;br&gt;
LIQUEFACT project entitled &amp;ldquo;Liquefact: Assessment and mitigation of liquefaction potential across Europe: a&lt;br&gt;
holistic approach to protect structures / infrastructures for improved resilience to earthquake-induced&lt;br&gt;
liquefaction disasters&amp;rdquo;. Objectives and extent of ground characterization for Canakkale test site includes preexisting&lt;br&gt;
soil investigation studies and complementary field studies. There were several SPT and geophysical&lt;br&gt;
tests carried out in the study area. Within the context of the complementary tests, six (6) study areas in the test&lt;br&gt;
site were chosen and complementary tests were carried out in these areas. In these areas, additional boreholes&lt;br&gt;
were opened and SPT tests were performed. Seismic refraction, MASW and micro tremor measurements had&lt;br&gt;
been carried out in pre-existing studies. Tests were downhole seismic, PS-logging, seismic refraction, 2D-ReMi,&lt;br&gt;
MASW, micro tremor (H/V Nakamura method), 2D resistivity and resonance acoustic profiling (RAP).&lt;br&gt;
Dynamic soil properties had not been measured in pre-existing studies, therefore these properties were&lt;br&gt;
investigated within the scope of the complementary tests. Within the context of complementary field studies,&lt;br&gt;
dynamic soil properties were measured using resonant column and cyclic direct shear tests.&lt;/p&gt;</subfield>
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