Munster1
Structural
- May 23, 2005
- 5
I'm looking for specifications, recommendations on reducing soil pressure against a poured foundation wall with inadequate reinforcing to support backfill to it's 10 ft height. What are the specifications(weight) for flowable fill and does it need to be poured as a seperate wall from the foundation or can it be used as backfill?
Thanks,
H C Cook
Thanks,
H C Cook