Hi, in the absence of CBR results, can anyone guide me to a document / chart where available SPT results of a granular material can be used to obtain an estimated CBR?
Thanks
Steven
Hello, I am having a bit of trouble with a basic bearing capacity calculation;
Looking at a 14m dia. foundation founded at 1mbgl on loose granular deposits (N-value of 6, phi of 29degrees).
Based on the Brinch Hansen calculation, ignoring shape and depth factors and using a factor of safety of...