asjacoby
Geotechnical
- May 22, 2006
- 1
I'm a structural contractor in Michigan that works primarily with Chance and Atlas Helical and Resistance products. Recently, we've entertained the idea of using the "Reinforcer" ( as a cheaper alternative to stabilizing bowing basement walls. Typically, we've just used either tiebacks or soil nails, or stabilized using channel steel.
It seems the reinforcer is dependent on the tensile strength of the epoxy its applied with to resist soil pressure against the wall.
I could not find independent tests conducted on this product. Is anyone familiar with how it works well enough to give me some kind of review? Am I missing something about the technology of it?
It seems the reinforcer is dependent on the tensile strength of the epoxy its applied with to resist soil pressure against the wall.
I could not find independent tests conducted on this product. Is anyone familiar with how it works well enough to give me some kind of review? Am I missing something about the technology of it?