K. Hove, B. F. Jakobsen
Abstract
The problem of how to cover the effects of pore pressure in concrete and the effects of water pressure in cracks in the design of offshore concrete structures for deep water petroleum products are reviewed in theory and by illustrative examples from experience in the North Sea.
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The problem of how to cover the effects of pore pressure in concrete and the effects of water pressure in cracks in the design of offshore concrete structures for deep water petroleum products are reviewed in theory and by illustrative examples from experience in the North Sea.
Key concepts: Submarine pipeline, Water pressure, Deep water, Petroleum engineering, Pore water pressure, Geology, Cover (algebra), Geotechnical engineering