Geotechnical and kinematic interaction analyzes of the foundation and shoring system of the multi-story building (2 Basement Floors + Ground Level + 32 Floors) located in Izmir province, Konak district, Tepecik neighborhood, section 23N-IA, plot 7805, parcel 3, have been carried out and reported.

The bearing capacities of foundation piles have been checked. The analysis of the shoring system consisting of a multi-row anchored diaphragm curtain was carried out. Also, kinematic (pile-soil-foundation) interaction analyzes were performed, taking into account the current situation of the region in terms of seismicity.