Hi geotech experts
I need to estimate uplift capacities of existing steel driven pipe piles in dense till. Piles are 16" in diameter, pre-bored and driven to refusal.
SPT for till is 50+ and water is at the surface. Pile reached refusal at about 30 ft and were driven with opened ends...
Help needed. I have seen excel sheets with
1-complete columns/rows locked out. i.e. columns A to H, completely out of screen, and cannot be moved or seen.
2-Imported autocad dwgs frozen, cannot be moved, deleted or modified
3-Selected cells protected
In short, cannot do much other than...