Dec 3, 2009 #1 razoloc Geotechnical Oct 5, 2004 1 Who knows a good procedure for estimating adfreeze uplift forces on pipe piles?
Dec 3, 2009 #2 CarlB Civil/Environmental Jul 11, 2001 1,178 This design manual should be helpful: http://www.wbdg.org/ccb/DOD/UFC/ufc_3_130_04.pdf 40 psi is a number I've seen, but that is for Northern Alaska, for particular soils and temperatures. Upvote 0 Downvote
This design manual should be helpful: http://www.wbdg.org/ccb/DOD/UFC/ufc_3_130_04.pdf 40 psi is a number I've seen, but that is for Northern Alaska, for particular soils and temperatures.
Dec 3, 2009 #3 oldestguy Geotechnical Jun 6, 2006 5,183 U.W. Extension, Madison, WI may have written papers on this, since they do have cold weather engineering seminars now and then. Upvote 0 Downvote
U.W. Extension, Madison, WI may have written papers on this, since they do have cold weather engineering seminars now and then.
