Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Pressure Grouting Existing Pipe Piles

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Be very careful that you don't pump the grout too fast and make sure the outlet hole(s) are large enough and lastly don't use more than say 10 psi pressure. I was on a similar project and we almost had a collapse when everything became full of grout.
Stan Scholl, P.E.
Laguna Beach, CA
On Tue, 21 Jan 2003 11:31:16 -0500 "M. David Finley, P.E." <pec(--nospam--at)> writes:
On a local county bridge repair project, I would like to pressure grout the existing steel pipe piles.  I envision drilling a hole as close to the mudline as possible for grouting and a hole near the top of the pile for air release.  The grout would be pumped from the bottom to the top in order to assure the pile is completely filled.  The piles are 10" diameter and approximately 10 to 12 feet of the pile would be grouted.
Can anyone recommend any sources for grout mixtures requirements, installation procedures. specs, etc.?
Thanks in advance,
M. David Finley, P.E.
2086 SW Main Boulevard - Suite 111
Lake City, FL  32025