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Non-shrinkage Grout Vs. Pull-out strength

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Simebody told me that when a post-installed dowel (such as #5 deformed rebar) filled up with non-
shrinkage grout in a drilled hole can have strong pull out strength, even the embedment length of 
the dowel is not so long ( such as 9" embedment for #5 dowel may be able to develop the full 
tension capacity of the rebar). Does any one know where to contact the manufacturer or any 
reference, or any test results? It would be great helpful especially for those products with ICBO 
reports.

Thanks in advance.


Quick Wu
CSD