About Raft foundation and Ground Safety Stress..

[bha]

Good day, in my Ideyapı attached project, when I design the foundation without beams, the ampatages go up to 185 cm to save the ground safety stress, but when I define a continuous foundation around it, the ground tension is 1.00 in the report. What is your advice for the most accurate foundation design in this situation?

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good work .

 

[bahrihan]

dude, since the soil type is Z4, you should not calculate according to the average stress. Since the ground safety stress is also very low, my advice to you is to make a raft solution with beams (it is not possible to define a raft by constantly turning around with foundations as you did), good work