parrot77
Structural
- Jan 5, 2008
- 55
Hi all,
I have recieved plate bearing tests on 'made ground' and the results have been issued as a modulus of subgrade reaction and CBR percentage. Using these results can anyone indicte to me how I can estimate Bearing capacity for a design of a raft slab over? Thanks
I have recieved plate bearing tests on 'made ground' and the results have been issued as a modulus of subgrade reaction and CBR percentage. Using these results can anyone indicte to me how I can estimate Bearing capacity for a design of a raft slab over? Thanks