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Thanks Steve, That makes sense. In order to prevent any corrosion on the structure, the driving potential between the pile and sediment would have to be negated regardless of whether iron is actually oxidizing at the buried end of the pile. This is my understanding of your response at least.

Hello everyone, My question is this: For a subsea open end pile, is there a recommended limit to the pile depth which contributes to the structure's buried surface area (and therefore its current drain)? The DNV-RP-B401 addresses pile contribution to the structure's submerged surface area in...

Hello everyone, I have just started my engineering career in the offshore industry in Houston and this is my first post on this website. I have browsed here before looking for answers to engineering and CAD questions and have always been impressed with the level of knowledge on the site. I am...