Hello fellow members.
I have a problem I would like to bounce off of you if that's ok.
I am looking at the stability of a subsea structure at the moment. The structure is a mudmat foundation i.e. no penetration depth, and my numbers indicate that the structure has a very low factor of safety...
Hello fellow members. This is my first post on the Eng-Tips forums so I would just like to say it's a pleasure.
I am verifying the stability of a subsea gravity foundation using API-RP-2A and was wondering if it is even applicable to use a Drained analysis.
As I understand we use a Drained...
