Engineerataltitude
Structural
- Oct 31, 2008
- 83
I have a 87 inch square x 12 inch deep pad footing, at only 12" embedment, being retrofit under the framed floor in the middle of an existing house (to support a couple of new post loads at 29K and 15K...its a high snow load area) that fills up with water before the concrete can be poured. Soil was slightly damp when I originally inspected under the house, but clearly the water table is very shallow, so the councrete can't be poured as is.
Any ideas as to how to
1. either de-water this interior area effectively
OR
2. devise an alternate foundation support for these concentrated loads under the existing framed flooring?
Any ideas as to how to
1. either de-water this interior area effectively
OR
2. devise an alternate foundation support for these concentrated loads under the existing framed flooring?