Recently I have become aware of the practice of substituting
urethane foam for piles in foundation repair. Are they equal? Can one be
substituted for the other?
Helical and push piles offer the advantage driving to a deep
loadbearing strata for support and attach mechanically to a point loaded
footing with brackets specifically designed to accommodate those loads.
Although piles can be used to raise and stabilize slabs and paving, I don’t
think they are ideally suited for that because of the inability of the slab to
span between piles effectively. For those situations either mud jacking or
urethane foam grouting is usually a more suitable repair technique.
Urethane foam does offer some advantages as a mud jacking
technique balanced with its costs, which typically can cost a little more. Mud jacking or foam
injection by definition does not improve the soil conditions that support
loads. So unless the foam is improving the soil at a deep level it will not be
effective in permanently stabilizing foundations.
So can urethane foam improve soil conditions at deep levels?
I argue persuasively in my previous blog grouting smoke and mirrors part two
that it does not.
No third-party testing data has shown conclusive proof of
deep soil densification with injection of urethane foams. In my blog cited
above I actually show evidence of the opposite.
While urethane foam does offer cheaper costs than piles for
foundation stabilization it does not offer a solution comparable in performance
and should not be used as a substitute.

No comments:
Post a Comment
Let us know your thoughts... leave a comment