Dec 3, 2009 #1 razoloc Geotechnical Joined Oct 5, 2004 Messages 1 Location US Who knows a good procedure for estimating adfreeze uplift forces on pipe piles?
Dec 3, 2009 #2 CarlB Civil/Environmental Joined Jul 11, 2001 Messages 1,194 Location US 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 Joined Jun 6, 2006 Messages 5,183 Location US 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.