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Epoxy-grout rebar in CMU retaining walls

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johnson2a2t

johnson2a2t

Structural
May 17, 2005
12
Is there any guidelines for using epoxy-grouted rebar in CMU retaining walls. Specifically, grouting the vertical reinforcing into the footing.
 
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Hilti gives shear and tension bar's capcities based on the embedment length. You need to calculate your actual shear and pullout based on ACI.
 
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zestructural-
I don't believe appendix D in ACI 318 applies to adhesive or grouted bars. See the scope. I don't have the code in front of me at the moment, but I raised this issue some time ago regarding PROFIS.

johnson2a2t-
You should be able to use the values right out of the Hilti or Powers manuals.
 
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