Behavior of pile foundations against seismik loads in water- saturated soils

The aim of this research is to examine the behavior of pile foundations in soils that can liquefy in the face of seismic load, to emphasize the importance of water-saturated soils in the damage that may occur in the post-earthquake foundation, to determine the economic, applicability and fast engineering solutions before the damage occurs, to take precautions while modeling the pile and to work on this subject in the literature. Our aim is emphasize that the parts that our engineers ignore while modeling are actually very important in order to make realistic and applicable inferences with the result obtained by comparing the result and to minimize or eliminate post-earthquake damage. In pile foundations, which are the most preferred soil improvement method, the soil type, groundwater level, pile dimensions, seismic load degree, etc. is to emphasize that modeling should be done after many parameters are determined with correct analysis.