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Frost depth always has been and should be to the bottom of the footing Hi, guys, need help here 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.
Concur with blackwed, however assuming a frost depth of 6 inches anywhere in south carolina is a typical, very conservative assumption The recommendations also state that placing friction reducing material can be considered as an alternate option to prevent damage. The state currently uses ibc 2003.
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. On the other hand, dry, clean, sand or gravel may freeze without heaving
Heave can vary a lot from year to year depending on moisture conditions and weather. 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.
Frost heave on structures has a great deal to do with how the soil freezes to the exterior foundation wall and lifts up the building from the side
The frost jacking happens due to ice lens formation at the boundary btwn cold enough and not cold enough 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. What happen if you cannot achieve frost depth on retaining wall Can you put helical piers underneath the wall to counteract lifting from the frost
How do i know how much i need? 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
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