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Abstract

Summary

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

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/content/papers/10.3997/2214-4609.201702572
2017-11-05
2024-04-19

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Liquefact Project Studies In Canakkale Pilot Site
Conference Proceedings 2017, 1 (2017); https://doi.org/10.3997/2214-4609.201702572
/content/papers/10.3997/2214-4609.201702572
/content/papers/10.3997/2214-4609.201702572
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