High Uplift forces in shallow foundations
High Uplift forces in shallow foundations
(OP)
Hi, what can be the best options to deal with high uplift forces in shallow foundations? This is a warehouse. Soils are unsaturated medium stiff to stiff elastic silts. I am thinking on increasing Df so I can get more overburden on the footing. Thanks in advance for your opinions.





RE: High Uplift forces in shallow foundations
RE: High Uplift forces in shallow foundations
RE: High Uplift forces in shallow foundations
RE: High Uplift forces in shallow foundations
Combined footings work great when you're tying the two columns in the frame together, because the one in compression will really help to stabilize the one that went into tension.
RE: High Uplift forces in shallow foundations