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Flowable Fill, Geofoam to Reduce Pressure on Foundation?

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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
 
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Check out . It is a very lightweight foamed cement/mortar - about 30 pcf with better than soil compressive strengths. You would pour it in, say, 2 ft lifts so then the formwork would be minimal. They have specfications for the product (out of Ann Arbor Michigan) - I've used it before and had good success. Also, do a search of Horvath Geofoam and you should get some hits about the use of geofoam.
[cheers]
 
Munster1,

To expand on BigH's point, elastizell is avalable in a range of densities. Obviously, lighter may be more expensive and have less strength. As with other flowable fills, it does become self-supporting after it sets up.

Jeff


Jeffrey T. Donville, PE
TTL Associates, Inc.
 
Okay, thanks for the info.
We were thinking of erecting a form for the flowable fill away from the foundation and filling in between with something to keep soil pressure off the wall. We need about 25-28 pcf or less to make the wall work. Elastizell sounds interesting, does anyone know how the costs work out versus Geofoam?

Thanks,
H C Cook
 
Why not contact Leo Legatski at Elastizell directly? I have always found him quite helpful.
 
Would it be easier to form up and pour a new wall with the proper reinforcing right next to the existing wall?
 
I found the folks at both elasizell and Voton to be helpfull specifications and design properties. I believe that the geofoam will typically come out less expensive but does have a few design issues. Contact NCHRP regarding geofoam report (Or Timothy Stark at Univ. of Ill.).
 
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