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Frost depth always has been and should be to the bottom of the footing I don't know about ice lens formation, but i guess my thinking was that if the concrete is thick enough than this boundary you mention may occur within the concrete pad and therefore nullify any heave. You are trying to avoid a condition where frost occurs in the soil directly under a footing and in which case the soil expands (or rather the moisture freezes and expands within the soil matrix) and dislocates the footing.
On the other hand, dry, clean, sand or gravel may freeze without heaving The frost jacking happens due to ice lens formation at the boundary btwn cold enough and not cold enough Heave can vary a lot from year to year depending on moisture conditions and weather.
Hi, guys, need help here
Hello, i am currently designing concrete drilled piers, and per the geotech report, the recommendations incur a 1600 psf design stress for potential frost heave The recommendations also state that placing friction reducing material can be considered as an alternate option to prevent damage. A contractor is suggesting the use of 1ft deep, very wide concrete slab to support heavy rotating equipment The local jurisdiction has a required frost depth 42in
Can a very heavy foundation (while still below the allowable bearing capacity of the soil) eliminate the need to go below the 42. Would the current system present issues where as a result of frost heave the slab will function more as a beam / footing system since the sonotubes will provide resistance to any frost heave experience by the slab Right now the slab was poured on undisturbed soil over a drainage layer. The frost line here is approximately 42 and the water within the sprinkler system will not be flowing unless there is a fire in the building, so we believe that there is a real pottential for the water within the line to freeze
However there is still some potential for frost heave, especially of there are variations in the soil
As mentioned in the other thread, would be best to insulate footings having inadequate cover (side of wall below grade and laterally over footing) to maintain soils thawed under footing. Hello all, how can i determine the frost line depth for a project in virginia All i can find in the code is in r301.2 which leaves in up to the locality The online version of the code is blank in this section
Any help would be appreciated.
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