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Frost depth always has been and should be to the bottom of the footing Frost heave can only occur when all of the following three conditions are present 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 Frost depth also tends to presume a bit of heated building in the tabulated numbers, so keep that in mind for say, a freezer building, unheated storage, etc. Heave can vary a lot from year to year depending on moisture conditions and weather.
Hi, guys, need help here
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. 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. Frost penetration and frost depth effects are really two different animals If frost depth is determined for a county, how many tests do they perform before the county is satisfied with their estimate of frost depth Is climate change taken into account in frost depth calculations
It seems to me that there are a ton of variables that could affect frost depth, so am just curious how these numbers are typically determined.
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
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