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RE: Void forms under Grade Beams

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Although I have little experience on this particular subject, I have occasionly seen buildings with grade beams detailed with "frost points". These are hand dug points on the bottom of a grade beam that supposedly will deflect heaving soil (due to frost) when it tries to push up on the bottom of the grade beam. I don't know if this really works but I would assume the same concept could possibly work with swelling soils.
Jim K.
-----Original Message-----
From: Gerard Madden, PE [mailto:gmadden(--nospam--at)]
Sent: Sunday, August 04, 2002 12:32 PM
To: seaint(--nospam--at)
Subject: Void forms under Grade Beams

This has been debated before, I think Bill P brought it up a year or so.


On pier and grade beam foundations, soils engineers commonly call out for void forms under the grade beams or you have to design for an upward force of something life 1000 psf on the grade beam.


I guess I have a little trouble picturing why this is required. In my mind, if soil wants to expand, wouldn’t it just expand around the grade beam taking the least resistive path?  


Any comments/ education is appreciated