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Frost depth always has been and should be to the bottom of the footing If piles are driven, with a concrete grade beam poured over the pile cap, does the bottom of the grade beam have to be poured below the frost line, or having the piles driven. You are trying to avoid a condition where frost occurs in the soil directly under a footing and in which.
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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 vault is 12' tall and runs through our entire frontage 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
Hi, guys, need help here 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. 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.
When calculating the passive resistance of the soil below the frost depth is it proper to consider the passive pressure based on the actual depth or should the passive pressure be. I am looking to see if there are any requirements for providing frost protection for isolated retaining walls I can only find requirements in the ibc for foundations and footings. Frost depth for everything else in my area is 30 but the fire guys say this is a static line that frost depth is deeper
