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RE: 10"-12" diameter steel Pile embedement
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- Subject: RE: 10"-12" diameter steel Pile embedement
- From: "Jay Kleven" <JKleven(--nospam--at)eapc.net>
- Date: Wed, 22 Aug 2007 06:38:25 -0500
The 6" embedment is
a rule of thumb for gravity-loaded piles. Our firm has used steel pipe piles on
several projects, and we typically use the 6" embedment
rule.
An earlier response
also mentioned "punching" shear, which along with bearing stress on the pipe
pile are more important design parameters than the embedment
depth.
I agree with placing
the reinforcing steel 3" above the pile termination.
Good
luck.
Jay Kleven, P.E. (ND, MN, IA, NV, MT,
TN, KS, IL-Civil)
Partner, Structural/Civil
Engineer
EAPC Architects and
Engineers
3100 DeMers Avenue, Grand Forks, ND
58201
Direct 701-775-3006
Main 701-775-5507
Fax 701-772-3605
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