Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations cowski on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Uplift Pressures due to Frozen Soil

Status
Not open for further replies.

lovethecold

Civil/Environmental
Sep 15, 2003
97
Does anyone know how much uplift pressure frozen soils typically exhibit? Is there a way to calculate this for a homogenous and an anisotropic soil profile?

I imagine it depends on the type of soil, moisture content, and depth of frost penetration.

Thanks
 
Replies continue below

Recommended for you

The answer is, "Lots". Or, too much to reasonable design for. Research the topic "Segregation Potential". Within discussion of this topic is the idea of a critical confining pressure that overcomes crystallization and continuing water migration and hence the building of ice lenses.
 
To get an idea of what it takes, compute the pressure under an ice skate runner. I guess at 200 plus psi, or 15 tons per sq. ft.
 
The adfreeze value used in the Alaska permafrost is limited to the top 3 feet of soil, a uplift based on surface area is modeled at 10 psi for pile piles.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor