existing footing
existing footing
(OP)
Have a situation where the existing soils (or backfill debris) is resulting in combined footings to settle. We have decided to use helical piers to support the footings, however we are having to demo virtually all of the footing up to approx. 18" from the stl. column (creating a short span). I was looking for other ideas of supporting the footing, i.e. needle beam, etc.
Any ideas appreciated. Thanks
Any ideas appreciated. Thanks






RE: existing footing
We used it on an existing project and it appears to be performing fairly well. We are monitoring the footings as be building on top.
RE: existing footing
RE: existing footing
Rik
www.uretekusa.com
RE: existing footing