Posted By Buntly on 08/07/2009 2:18 PM
May be ok, but typically I believe xps is used, not eps. EPS is not rated for underslab use.
Bunt
EPS is INDEED rated for under-slab use, and used in slab insulation apps all the time. 2lb/ft^3 stuff has similar compressive strength as the usual 2lb XPS. The arguments get bogged down on how much & how quickly water is absorbed & released, but it's all pretty-good stuff. In low-load slabs the low density 1lb/ft^3 stuff often used as roofing insulation will handle it just fine.
I'm not sure what the density of stuff in SIPs usually is, but I'd be surprised if many were lower than 1.25lbs/ft^3 nominal, since it's strength factors into the structural rating of the whole shebang. Under a garage slab I wouldn't sweat it a bit. Under a footing holding up a 3 story building, I definitely would. YMMV.
A nice concept for less-structural cementitious EPS insulation, bead-crete:
http://www.builditsolar.com/Projects/SpaceHeating/BeadFoamCrete.htm
I wouldn't worry too much about a bead-crete slab with a 1-2" hard-concrete top finish in a garage either.
You may find this thread of interest:
http://www.greenbuildingtalk.com/Forums/tabid/53/forumid/14/postid/63138/view/topic/Default.aspx