Suction anchor piles for the Na Kika FDS mooring system Part 2: Installation performance

Deepwater Mooring Systems Concepts, Design Analysis, and Materials

Volumn , Issue , 2003, Pages 55-75

  Newlin, J A ^a  

^a SHELL GLOBAL SOLUTIONS INTERNATIONAL B V   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUCKLING; INSTALLATION; OFFSHORE STRUCTURES; PILES; PRESSURE CONTROL; SOILS; STIFFNESS; STRUCTURAL ANALYSIS; THICKNESS MEASUREMENT;

CRITICAL BUCKLING; FLOATING DEVELOPMENT SYSTEM; MAXIMUM PILE RECOVERY PRESSURE; PILE STRUCTURE; SUCTION ANCHOR PILES;

ANCHORS;

EID: 0242636748     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40701(2003)4     Document Type: Conference Paper

References (7)

1. Andersen, K.H. and Jostad, H.P. (1999). "Foundation Design of Skirted Foundations and Anchors in Clay." Proceedings, 31st Annual Offshore Technology Conference. OTC 10824, Houston, May.
2. API RP 2A (1993). Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design. 20th Edition, July.
3. API RP 2B (1996). Specification for the Fabrication of Structural Steel Pipe. 5th Edition, January.
4. National Aeronautics and Space Administration (1968). Buckling of Thin-Walled Circular Cylinders. NASA Space Vehicle Design Criteria, SP-8007, Langley Research Center, August.
5. Newlin, J.A. (2003). "Suction Anchor Piles for the Na Kika FDS Mooring System - Part 1: Site Characterization and Design." Proceedings, International Symposium on Deepwater Mooring Systems. Offshore Technology Research Center, Houston, October.
6. Norwegian Geotechnical Institute (1997). Skirted Foundations and Anchors in Clay, State-of-the-Art Report. Joint Industry Project, NGI Report No. 524071-1, December.
7. Young, W.C. (1989). Roark's Formulas for Stress and Strain. 6th Edition, McGraw Hill Inc., New York.