Frost Penetration and Movement | Eng-Tips
Frost penetration and frost depth effects are really two different animals. As OldestGuy indicated, even in very cold climates, they recognize that footings do not have to go full depth of frost
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Frost penetration and frost depth effects are really two different animals. As OldestGuy indicated, even in very cold climates, they recognize that footings do not have to go full depth of frost
Hi all, this may be old to someone but i need your input on frost heave design for my foundation. I''m designing an unheated structural slab supported on piles. Design depth of frost
And another note, frost depth is usually deeper for cold footings versus heated footings. Is the 48" frost depth for cold, unheated footings? Here where I practice in a cold climate, we have
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 below the frost
I have virtually an unheated metal shack. It will sit on a slab on grade with a turndown. Is is necessary for the turndown to bear below the frost depth? In my mind, only unheated bearing
Hello everyone, I am looking for a way to estimate frost heave of soils without specialized laboratory testing or investigation. I have frost depth, hydrometer results (showing 54% silts), and
Is there a prescribed method for designing against lateral frost pressure? How does the magnitude of pressure exerted by frost compare with hydrostatic pressure? I am considering various
The frost depth is generally not found in Building Codes, but the IBC -ResidentialCode as least states that local jurisdictions shall determine the depth Bottom of footing is the depth.
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
Hello all, this is my first post here so please bear with me. Where do you go to find accurate frost depth/line values? At my job, we often have to design footers/foundations rapidly so as