Hello,
I’m trying to find a way to model a pile in Space Gass using simplified spring restraints. I have the translational restraints which I calculated using the ks value (modulus of subgrade) taken from J. Bowles’ ‘Foundation Design and Analysis’. My current theory is to assume there are no...
Hello,
I’m trying to find a way to model a pile in Space Gass using simplified spring restraints. I have the translational restraints which I calculated using the ks value (modulus of subgrade) taken from J. Bowles’ ‘Foundation Design and Analysis’. My current theory is to assume there are no...