Abstract
Liquefaction is the one of the major problems in geotechnical engineering. Especially; deaths, structural damages and financial loss can occur after liquefaction. Therefore, liquefaction potential of the soils should be determined before the construction. In this study, silty sand soils were taken from the city of Eskisehir, Turkey. Reconstituted samples were tested by using laboratory scale shaking table test device. Liquefaction potential of the soil samples were determined and the test results were discussed.
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Acknowledgements
This study was supported by Anadolu University Scientific Research Projects Commission under the grant no: 1605F415. Special thanks to Anadolu University Scientific Research Project Presidency.
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Onur, M.İ. (2018). Liquefaction Analysis by Using Laboratory Scale Shaking Table Test Device. In: Fırat, S., Kinuthia, J., Abu-Tair, A. (eds) Proceedings of 3rd International Sustainable Buildings Symposium (ISBS 2017). ISBS 2017. Lecture Notes in Civil Engineering , vol 6. Springer, Cham. https://doi.org/10.1007/978-3-319-63709-9_45
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DOI: https://doi.org/10.1007/978-3-319-63709-9_45
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