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Frost depth always has been and should be to the bottom of the footing Right now the slab was poured on undisturbed soil over a drainage layer. 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.
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Hi, guys, need help here 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 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. What is the minimum frost depth for foundations for north carolina
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 I have an exterior concrete pad that is 14ft x 8ft A 12 pad is enough to support the equipment Can i provide a turndown only at the perimeter to account for the frost depth (2ft turndown) and keep the interior of the pad at 12
Or do i need to thicken the entire concrete.
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.
I have 2 questions here
