Hello all,
I am looking for published information regarding allowable design values relating to the tremie seal to pile interface bond strength. I looked though all of my FHWA/NAVFAC stuff and could not find anything.
Can anyone be of assistance in providing some references?
Thanks
Hi all,
I have to size reinforcement for a very thick short retaining wall (under 6 feet in height). The thickness (2.5 feet thick) is based on aesthetics and must be maintained.
For design of the stem, when I check to see what my min. As is based on the overall stem Ag per ACI, my...