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What Should do if the Ground Stress was Bigger ?

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ammer

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hello
i got the mat foundation having admissible ground stress equal 15 ton\m2
after the analysis of my structure, i found that the ground stress was more than 15,
the thick of mat=60cm
the punching stress of mat checked.
what should i have to fix it?
 
Soory, your project is demo..
i dont have demo. so for this reason i cant open your project.
 
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