Anchor grout UCS
Anchor grout UCS
(OP)
Experts,
In the "Foundation Engineering" forum I posted a similar question about the UCS of grout for sinkhole purposes (foundations).
Now my question is for anchors (tiebacks and rockbolts) how important in the UCS of the grout?.
I have been involved in anchor projects and engineers usually specify grout UCS between 3000 and 5000 psi.
I am not sure what is the relationship between the grout UCS and the anchor or rockbolt force.
Can anyone please explain?. Thanks
In the "Foundation Engineering" forum I posted a similar question about the UCS of grout for sinkhole purposes (foundations).
Now my question is for anchors (tiebacks and rockbolts) how important in the UCS of the grout?.
I have been involved in anchor projects and engineers usually specify grout UCS between 3000 and 5000 psi.
I am not sure what is the relationship between the grout UCS and the anchor or rockbolt force.
Can anyone please explain?. Thanks
RE: Anchor grout UCS
Re-read your previous thread on this same topic: thread255-407101: Tieback grout
www.PeirceEngineering.com
RE: Anchor grout UCS
Sorry for posting this again as I did not recall having done so. I will make sure this doesn't happen again.