
Sources for Frost Depth Values - Structural engineering general ...
Mar 1, 2022 · to frost shall have the thickness of such a layer included in meeting the design frost depth defined in Section 3.2. Undisturbed granular soils or fill material with less than 6% of …
Exterior Large Equipment Pad with deep frost depths 7 - Eng-Tips
Aug 30, 2017 · So, the frost depth say 6 ft specified at local code may occur at outside of insulated SOG, but the frost depth below SOG will be around just one ft. I want to add that, if …
Frost line depth - Foundation engineering - Eng-Tips
Nov 14, 2013 · Here a number of codes do define "frost depth" as required foundation depth for outside walls. However, that "frost depth" can vary considerably, depending on moisture …
Frost box? - Foundation engineering | Eng-Tips
Aug 7, 2008 · the depth of frost penetration depends on a lot of things. One factor is the presence of water in the soil. As that material is at 32 degrees, it gives off heat of fusion. That heat …
Floating slab on grade detail at exterior door 1 - Eng-Tips
Dec 1, 2008 · I see a similar condition all the time in my jurisdiction but with 4' frost walls. We're always dealing with expansive clays. Most of he geotechnical reports here will specify floating …
Slab on grade & frost heave 1 - Eng-Tips
Aug 31, 2015 · Constructing a "frost wall" does nothing for the area under the slab if that zone goes below 32 degrees F. Concrete is a good conductor of heat out of the area under the slab. …
How is frost depth determined / calculated? 1 - Eng-Tips
Nov 3, 2015 · Frost depth is an aspect of the majority of foundation design that I do, but thinking about it, I realize I'm not sure how the actual frost depth is determined. I see STP1358, …
Purpose of thickened edge for concrete slabs on grade? 2 - Eng-Tips
Nov 28, 2018 · A thickened slab edge usually won’t solve a frost problem, if such problem exists, that needs a deeper edge beam, or wall and ftg. The edge of a slab is generally its weakest …
Structural engineering general discussion - Eng-Tips
Jan 4, 2002 · To prevent heaving beneath utility pads on grade we usually either hire a geotechnical engineer to check the soil to see if it is frost susceptible, or excavate and replace …
Stoops - Structural engineering general discussion - Eng-Tips
Mar 7, 2008 · In freeze areas, provide a deep enough foundation underneath to avoid frost heave and the resulting jamming of the door as it tries to open. Upvote 0 Downvote Mar 7, 2008