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