enginerding
Structural
- Oct 3, 2006
- 205
I have been asked to review a boring log to come up with some recommendations on the foundation type. The site is in Florida and the boring shows sand, then sandy clary, then stiff clay, then soft limestone.
The boring log notes loss of drilling fluid in each of the two clay layers. The upper layer of clay has 50% loss of drilling fluid circulation noted and the lower has 100% loss.
Would this make a drilled pier foundation not feasible? i.e. would we loose concrete as well?
The boring log notes loss of drilling fluid in each of the two clay layers. The upper layer of clay has 50% loss of drilling fluid circulation noted and the lower has 100% loss.
Would this make a drilled pier foundation not feasible? i.e. would we loose concrete as well?