sDatar
Civil/Environmental
- Feb 13, 2004
- 7
Hello All,
I am working on a "landfill" project, and want to excavate clays (lying below sands), and water table is high enough (above these layers), i want to know a procedure to calculate Basal Heave or safe depth i can excavate the clays with the consideration of shear force?
Thanks for your time.
Happy New Year
I am working on a "landfill" project, and want to excavate clays (lying below sands), and water table is high enough (above these layers), i want to know a procedure to calculate Basal Heave or safe depth i can excavate the clays with the consideration of shear force?
Thanks for your time.
Happy New Year