Raft foundation base pressure value

baris_kocatepe

New Member
First of all, I wish you all the best. In our project to be made in Sakarya, a geotechnical report was prepared by requesting soil improvement with concrete piles in our region with known ground values in the middle. From ze class 13 tf/m2 soil bearing capacity to zd class 18.7 tf/m2 soil bearing capacity, from 728 tf/m3 bearing coefficient to 18700 tf/m3 bearing coefficient, values were determined by preparing a geotechnical report. but when I use the values after the improvement, I can't get the report of my model because the RADIATE BASIC minimum BASE PRESSURE VALUE is too negative in the negative direction. I think there is a problem, although I tried no matter how many methods there are, I couldn't get a result. Thank you very much to all friends who will help.
 
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