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  1. Struc_Shah

    Bond strength between Type 2 Non-Shrink Grout and Pipe Duct

    In a case where there's a tensile force on a rebar passing through a 3" dia grouted hole, with the hole being 11" long, what bond strength can I assume between the pipe duct and the grout? The pipe duct has a 1/8" corrugations spaced at 1/2".

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