GreenMan1978
Civil/Environmental
- Jun 3, 2009
- 12
ok this is the procedure my officemate told me how to assume subgrade modulus (Ks) and just want to verify if you agree..
inially divide soil pressure by 0.5 in.. then use the Ks in the program.. if actual deflection is less than 0.5 in then your assumption is OK..
if actual deflection is higher then increase Ks.. redo the procedure..
any comments?
inially divide soil pressure by 0.5 in.. then use the Ks in the program.. if actual deflection is less than 0.5 in then your assumption is OK..
if actual deflection is higher then increase Ks.. redo the procedure..
any comments?