REQUIRED DATA FOR PILE FOUNDATION ACCOUNT?

O

oyuxel

New Member
Hello, since the undrained shear resistance (tf/m2) is 0 (zero) in a cohesionless soil, the normal force formed in the piles is multiple and multiple of the safe resistance. In cohesionless soils, the internal friction angle is given in the soil survey. Since I am solving piles for the first time, what should I write in the part with shear strength without drainage in the soil layers part, on cohesionless soils. or pile calculation is made only on clayey (cohesive) soils in the idecad static program. Thank you in advance for your help.
 
ideCAD calculates piles with the same methods as sap2000 does, and also calculates pile bearing capacity only for cohesive soils within the scope of soil mechanics. For cohesionless soils, it is necessary to solve pile bearing capacity calculations with soil mechanics programs (plaxis, diana etc.) or manually. After the solution made here, the pile foundation system, whose dimensioning has been completed, should be entered in ideCAD Static and the bearing coefficients should be defined as parameters. In any case, programs such as sap2000 Etabs do not deal with soil mechanics and do not calculate pile bearing capacity.
 
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