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  1. Geo1337

    Grout to ground bond stresses in Green Bay, WI

    Thanks PEinc. I am the micropile drilling contractor but we are not local to Green Bay. We anticipate bonding in clay soils. Unconfined compressive strength at our bonding depth is about 5 tsf. I am really just looking for some information that may justify me using higher than 5 psi.
  2. Geo1337

    Grout to ground bond stresses in Green Bay, WI

    Thanks JedClampett. We are definitely going with pressure grouted anchors and I am looking at 5 psi. I was hoping to find some info out there that would justify using 10 psi. Thanks again for the quick response.
  3. Geo1337

    Grout to ground bond stresses in Green Bay, WI

    Hello all, I have a question as to where I can find some desktop information about grout to bind stresses for micro pile foundations in Green Bay. A geotechnical investigation report has been prepared for this project but the data suggests extremely low bond stresses. I would like to verify...

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