He effect of Luleburgaz (Kırklareli) urban residential soils on liquefied potential and liquid strength

The study area of this study is Kırklareli Province Lüleburgaz District. 32 drilling log data from 125 drilling logs located within the borders of Lüleburgaz district were used. Soil bearing capacity, liquefaction potential and bearing capacity values were obtained by analyzing with the Geopro program, and the results were put into a table and their relationship with each other was discussed. After the analyzes obtained and a designed building, we have evaluated what different results the same construction will give in Lüleburgaz district borders and how the bearing capacity and settlement amounts change in liquefied soils. From 32 drilling data taken from Lüleburgaz soils, the bearing capacity values are 11 in the range of 0-75 (t/m2), 5 in the range of 75-150 (t/m2), 13 between 225-300 (t/m2) and 300 (t/m2) 3 bearing capacity values on m2) were obtained. Liquefaction potential It was determined that 5 of 32 boreholes had liquefaction potential. The results of the sitting amount were 19 in the 0-2.5 (cm) range, 10 in the 2.5-5 (cm) range, and 3 in the 5-7.5 (cm) range. The results of the bearing capacity, liquefaction potential and settlement amount we obtained are presented in a more understandable way by tabulating and showing them in the form of maps. Keywords: Lüleburgaz, Geopro, Geotechnical, Bearing capacity, Liquefaction potential, Settlement amount.