Evaluation of penetration resistance of spud cans with skirts for “Maersk Giant” operating at Block 9/2, and subsequent stability analysis concerning moment capacity of sand with dilatancy behaviour.
Calculation carried out with the software SPUDCN.
Block 9/2, “Maersk Giant” Rig Assessment
Location: Norway, North Sea, Block 9/2 Field
Client: Maersk Drilling, Copenhagen
Year: 1994
Assessment of settlements