Bartz
Civil/Environmental
- Mar 26, 2002
- 10
The problem is as follow:
Steel-pile,
2.50m diameter,
15m length,
clay-soil (I don´t have any detail soil parameters at this moment),
slope (h/l)= 4/1
I´m looking for some formulares to determnine the necessary forces to pull-out these pile by an offshore-crane.
It is possible to pull-out this pile by crane?
Steel-pile,
2.50m diameter,
15m length,
clay-soil (I don´t have any detail soil parameters at this moment),
slope (h/l)= 4/1
I´m looking for some formulares to determnine the necessary forces to pull-out these pile by an offshore-crane.
It is possible to pull-out this pile by crane?