Abstract
It is planned to construct some buildings within the scope of recreation project (Sakarya Park-2) which is planned to be built on the banks of Sakarya River in Erenler District of Sakarya Province. In this paper, the geotechnical assessment of the liquefaction and lateral spreading of the ground conditions is carried out for the structures planned to be built and the fortifications planned to be built on the riverside. In this study, plankote, current and application maps of the area were utilized and considering the seismicity of the region; soil profile was evaluated and possible problems were questioned by investigating foundation bearing capacity, settlements, liquefaction potential and lateral spreading risk.
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