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Concur with blackwed, however assuming a frost depth of 6 inches anywhere in south carolina is a typical, very conservative assumption Hi all, does anyone have any thoughts on the frost susceptibility of pile supported foundations The state currently uses ibc 2003.

Hi, guys, need help here Is climate change taken into account. On the other hand, dry, clean, sand.

I have a project where a 6 inch dia water line will be buried in # 57 crushed stone

The thickness of stone layer could be as much as 7 feet Local codes require the frost depth to. 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 Frost depth always has been and should be to the bottom of the footing

You are trying to avoid a condition where frost occurs in the soil directly under a footing and in which. Frost heave isn't really caused by just the moisture in the soil freezing (and the subsequent small volume increase) It becomes an issue when ice lensing happens If i propose to install a strip footing of reinf

Concrete for live and dead loads such that design allowable soil bearing capacity is 8000 psf.do i have to be concerned about the.

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

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