Conference paper Open Access

Ground Characterzation of Canakkale City Center from a Liquefaction Point of View

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


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    <subfield code="a">Ground Characterzation of Canakkale City Center from a Liquefaction Point of View</subfield>
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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;This paper presents the results of an extensive ground characterization study carried within the context of a Horizon 2020&lt;br&gt;
Project, &amp;ldquo;Liquefact&amp;rdquo;. The project aims to develop a low-accuracy liquefaction risk map for European countries based on&lt;br&gt;
past liquefaction occurrences and existing geological, geotechnical and seismological information. This risk map will be&lt;br&gt;
validated and/or optimized after performing site-specific, localized analyses in four regions denoted as &amp;ldquo;testing sites&amp;rdquo;. In&lt;br&gt;
this context, Canakkale city center was selected as the test site in Marmara Region by Istanbul University team and ground&lt;br&gt;
characterization was performed from a liquefaction point of view. Canakkale city center is founded on loose, saturated&lt;br&gt;
sand and silts and is characterized by a high seismic hazard and therefore fullfills the criteria as a test site. Within the&lt;br&gt;
context of the study, pre-existing studies carried out in the region were first collected and evaluated. The areas which&lt;br&gt;
were susceptible to liquefaction were determined and six study areas in the test site were selected accordingly. A&lt;br&gt;
complementary investigation campaign was then planned for these six study areas taking into account that the data will&lt;br&gt;
be used in liquefaction assessment studies. Ground characterization focused on coarse-grained soils including clean sands,&lt;br&gt;
silty-sands and non-plastic sandy-silts deposits in view of the susceptibility of these geomaterials to liquefaction. This&lt;br&gt;
paper summarizes these complementary studies carried out in the region, gives examples from the evaluations that were&lt;br&gt;
made in one of the study areas and evaluates the findings from a soil characterization point.&lt;/p&gt;</subfield>
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