Vertically loaded plate anchors for deepwater applications

Author:

Murff J,Randolph M,Kolk H,Ruinen R,Thorne C,S.Elkhatib ,Strom P

Publisher

Taylor & Francis

Reference13 articles.

1. Agnevall, T. 1997. Installation and performance of P27 anchors. Proc. 2nd Annual Conference on Mooring & Stevmanta-VLA anchors. Proc. 2nd Annual Conf. on Anchoring, Aberdeen. Mooring & Anchoring, Aberdeen. Heyerdahl, H. & Eklund, T. 2001. Testing of plate anchors.

2. Aker Maritime Contractors 1997. The Deepstar Project Proc. 33rd Annual Offshore Technology Conference, CTR 3405: Final Report on VLA Tests, Test Report, Oslo, Houston, Texas, OTC 13273. Norway. HKS. 2003. ABAQUS Users' Manual, Version 6.4, Hibbit,

3. American Petroleum Institute 1995. Recommended practice Karlsson and Sorensen, Inc. for design and analysis of station keeping systems for Leite, A.J.P., Costa, L.C.S., Skusa, W., Schuurmans, S.T. & floating structures, API-RP-2SK, Washington. Zanutto, J.C. 2000. Marlim South early production system (FPSO II), The first taut-leg moored FPSO in the Omega Marine Services International 1990. Joint industry world. Proc. 12th DOT Conference. project: Gulf of Mexico large scale anchor tests - test

4. Martin, C.M. & Randolph, M.F. 2001. Applications of the report, Omega Marine Services International, Houston, lower and upper bound theorems of plasticity to collapse Texas. of circular foundations. Proc. 10th Int. Conf. on O'Neill, M.P., Bransby, M.F. & Randolph, M.F. 2003. Drag Computer Methods and Advances in Geomechanics, anchor fluke-soil interaction in clays. Canadian Tucson, 2: 1417-1428. Rotterdam: Balkema. Geotechnical Journal, 40: 78-94.

5. Martin, C.M. 2001. Vertical bearing capacity of skirted cir- O'Neill, M.P., Randolph, M.F. & Neubecker, S.R. 1997. A cular foundations on Tresca soil. Proc. 15th Int. Conf. on novel procedure for testing model drag anchors, Proc. 7th Soil Mechanics and Geotechnical Eng., Istanbul, 1: International Offshore and Polar Engineering 743-746. Conference, Honolulu, Hawaii, 1: 939-945.

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