Technical Papers
Jan 16, 2013

Case Study of Offshore Pile System Failure in Hurricane Ike

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 139, Issue 10

Abstract

The objective of this paper is to document and study the failure of a driven, steel pipe pile foundation system supporting an offshore platform. The three-pile system failed in overturning because of a pull-out failure of the most critically loaded pile in a hurricane 5 years after installation. The calculated tensile capacity of this pile using the American Petroleum Institute (API) design method is close to the estimated load at failure. This case history is significant because it represents the failure of a large-diameter pile in service when loaded by a storm. Also, this case history generally affirms the current design methods and contradicts a widely held perception that offshore pile designs are significantly conservative. This case history highlights the opportunities to improve design practice by explicitly accounting for pile flexibility when dealing with strain-softening soils and by considering the capacity of the foundation system as well as the capacity of individual piles in design.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The former U.S. Minerals Management Service (MMS) and American Petroleum Institute (API) provided financial support through the Offshore Technology Research Center for research projects, upon which this case study is based. MMS, API, and W&T Offshore were instrumental in providing access to hindcast data, design information, and damage assessments. Engineering Dynamics, Inc., donated their structural analysis computer software for use in this work. Aditya Hariharan and Matthew Garcia of Energo Engineering were helpful in providing data and analyses of this platform. Don Murff, Alan Young, and Philippe Jeanjean provided valuable reviews and guidance throughout the research projects. Steve Kay reviewed the draft paper and performed an independent pile-capacity analysis. The views and opinions contained in this paper may not reflect those of the writers’ employers, sponsors, or collaborators.

References

Aggarwal, R. K., Dolan, D. K., and Cornell, C. A. (1996a). “Development of bias in analytical predictions based on behavior of platforms during hurricanes.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Aggarwal, R. K., Litton, R. W., Cornell, C. A., Tang, W. H., Chen, J. H., and Murff, J. D. (1996b). “Development of platform foundation bias factors using observed behavior of platforms during Hurricane Andrew.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Aldridge, T. R., and Schnaid, F. (1993). “Degradation of skin friction for driven piles in clay.” Large-scale pile tests in clay, J. Clarke, ed., Thomas Telford Services Ltd., London.
American Bureau of Shipping (ABS) Consulting. (2004). “Hurricane Lili’s impact on fixed platforms.” Rep. Project No. ABSC 1200044, Minerals Management Service, U.S. Dept. of Interior, Herndon, VA.
American Petroleum Institute (API). (2000). “Recommended practice for planning, designing and constructing fixed offshore platforms–– working stress design.” API recommended practice 2A-WSD, 21st Ed., American Petroleum Institute, Washington, DC.
American Petroleum Institute (API). (2011). “Geotechnical and foundation design considerations.” ANSI/API recommended practice 2GEO, 1st Ed., American Petroleum Institute, Washington, DC.
Bea, R. G., Jin, Z., Valle, C., and Ramos, R. (1999). “Evaluation of reliability of platform pile foundations.” J. Geotech. Geoenviron. Eng., 125(8), 696–704.
Berg, R. (2009). “Tropical Cyclone Report, Hurricane Ike (AL092008), 1 September 14, 2008.” National Hurricane Center, 〈http://www.nhc.noaa.gov/pdf/TCR-AL092008_Ike.pdf〉 (May 3, 2010).
Bogard, D., and Matlock, H. (1998). “Static and cyclic load testing of a 30-inch-diameter pile over a 2.5-year period.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Chen, J. Y., Gilbert, R. B., Murff, J. D., Young, A. G., and Puskar, F. J. (2010). “Structural factors affecting the system capacity of jacket pile foundations.” Proc., Int. Symp. on Frontiers in Offshore Geotechnics, CRC Press, Taylor & Francis Group, London.
Chen, J. Y., Materek, B. A., Carpenter, J. F., Gilbert, R. B., Verret, S., and Puskar, F. J. (2009). “Analysis of Potential Conservatism in Foundation Design for Offshore Platform Assessment.” Rep. MMS Project No. 612, Minerals Management Service, U.S. Dept. of Interior, Herndon, VA.
Dunnavant, T. W., Clukey, E. C., and Murff, J. D. (1990). “Effects of cyclic loading and pile flexibility on axial pile capacities in clay.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Energo Engineering. (2007). “Assessment of fixed offshore platform in Hurricanes Katrina and Rita.” Rep. MMS TAR Project No. 578, Minerals Management Service, U.S. Dept. of Interior, Herndon, VA.
Energo Engineering. (2010). “Assessment of damage and failure mechanisms for offshore structures and pipelines in Hurricanes Gustav and Ike.” Rep. MMS TAR Project No. 642, Minerals Management Service, U.S. Dept. of Interior, Herndon, VA.
Engineering Dynamics. (2005). SACS IV user’s manual, Bentley Systems, Metairie, LA.
Forristall, G. Z. (1978). “On the statistical distribution of wave heights in a storm.” J. Geophys. Res., 83(C5), 2353–2358.
Forristall, G. Z., Larrabee, R. D., and Mercier, R. S. (1991). “Combined oceanographic criteria for deepwater structures in the Gulf of Mexico.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Gibbs, C. E., McAuley, J., Mirza, U. A., and Cox, W. R. (1993). Reduction of field data and interpretation of results for axial load tests of two 762 mm diameter pipe piles in clays: Large-scale pile tests in clay, Thomas Telford Services Ltd., London.
Gilbert, R. B., et al. (2010). “Comparison of observed and predicted performance for jacket pile foundations in hurricanes.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Haring, R. E., Olsen, O. A., and Johansson, P. I. (1979). “Total wave force and moment vs. design practice.” Proc., Specialty Conf. Civil Engineering in the Oceans IV, ASCE, Reston, VA, 805–819.
Jardine, R. J., Chow, F. C., Overy, R. F., and Standing, J. R. (2005). ICP design methods for driven piles in sands and clays. Thomas Telford Ltd., London.
Jardine, R. J., and Saldivar, E. (1999).“An alternative interpretation of the West Delta 58A tension pile research results.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Jeanjean, P. (2009). “Re-assessment of p-y curves for soft clays from centrifuge testing and finite element modeling.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Kolk, H. J., and van der Velde, E. A. (1996). “Reliable method to determine friction capacity of piles driven into clays.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Kraft, L. M., Cox, W. R., and Verner, E. A. (1981a). “Pile load tests: Cyclic loads and varying load rates.” J. Geotech. Engrg. Div., 107(11), 1–19.
Kraft, L. M., Focht, J. A., and Amerasinghe, S. F. (1981b). “Friction capacity of piles driven into clay.” J. Geotech. Engrg. Div., 107(11), 1521–1541.
Lehane, B. M., and Jardine, R. J. (1994). “Displacement-pile behavior in a soft marine clay.” Can. Geotech. J., 31(2), 181–191.
Matlock, H. (1970). “Correlations for design of laterally loaded piles in soft clay.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Murff, J. D. (1980). “Pile capacity in a softening soil.” Int. J. Numer. Anal. Methods Geomech., 4(2), 185–189.
Murff, J. D., Lacasse, S., and Young, A. G. (1993). “Discussion and summary on foundation elements, system and analysis.” Proc., Int. Workshop on Assessment and Requalification of Offshore Production Structures, Offshore Technology Research Center, College Station, TX, and the Univ. of California at Berkeley, Berkeley, CA, 151–165.
Murff, J. D., and Wesselink, B. D. (1986). “Collapse analysis of pile foundations.” Proc., 3rd Int. Conf. on Numerical Methods in Offshore Piling, Editions Technip, Paris, 445–459.
Najjar, S. S. (2005). “The importance of lower-bound capacities in geotechnical reliability assessments.” Ph.D. dissertation, Univ. of Texas, Austin, TX.
Oceanweather Inc. (2008). “Fast delivery hindcast of Hurricane Ike (2008) in the Northern Gulf of Mexico.” Oceanweather Inc., Cos Cob, CT.
Olson, R. E., and Dennis, N. D. (1982). “Review and compilation of pile test results, axial pile capacity.” Final Rep. Prepared for American Petroleum Institute, Project PRAC 81-29, Dept. of Civil Engineering, Univ. of Texas at Austin, Austin, TX.
O’Neill, M. W. (2001). “Side resistance in piles and drilled shafts.” J. Geotech. Geoenviron. Eng., 127(1), 3–16.
Pelletier, J. H., Murff, J. D., and Young, A. C. (1993). “Historical development and assessment of the current API design methods for axially loaded piles.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Pelletier, J. H., and Doyle, E. H. (1982). “Tension capacity in silty clays–beta pile test.” Proc., 2nd Int. Conf. on Numerical Methods in Offshore Piling, College of Engineering, The Univ. of Texas at Austin, Austin, TX, and the Institution of Civil Engineers, London.
Poulos, H. G. (1981). “Cyclic axial response of single pile.” J. Geotech. Engrg. Div., 107(1), 41–58.
Puskar, F. J., Aggarwal, R. K., Cornell, C. A., Moses, F., and Petrauskas, C. (1994). “A comparison of analytically predicted platform damage to actual platform damage during Hurricane Andrew.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Puskar, F. J., Ku, A. P., and Sheppard, R. E. (2004). “Hurricane Lili’s impact on fixed platforms and calibration of platform performance to API RP 2A.,” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Puskar, F. J., Spong, R. E., Ku, A. P., Gilbert, R. B., and Choi, Y. J. (2006). “Assessment of fixed offshore platform performance in Hurricane Ivan.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Puskar, F. J., Verret, S. M., and Roberts, C. (2007). “Fixed platform performance during recent hurricanes: Comparison to design standards.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Randolph, M. F. (1983). “Design considerations for offshore piles.” Proc., Conf. on Geotechnical Practice in Offshore Engineering, ASCE, New York, 422–439.
Randolph, M. F. (2003). “Science and empiricism in pile foundation design.” Geotechnique, 53(10), 847–875.
Randolph, M. F., and Murphy, B. S. (1985). “Shaft capacity of driven piles in clay.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
Semple, R. M., and Rigden, W. J. (1984). “Shaft capacity of driven pipe piles in clay.” Proc., Symp. on Analysis and Design of Pile Foundations, ASCE, New York.
Sterling, G. H. (1971). “Soil-pile adhesion at Eugene Island Block 100, and One Shell Square, New Orleans.” Rep. Prepared for Shell Oil Company, Shell Oil Company, Offshore Construction Div., Southern E&P Region, New Orleans, LA.
Tang, W. H., and Gilbert, R. B. (1993). “Case study of offshore pile system reliability.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX, 677–686.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 139Issue 10October 2013
Pages: 1699 - 1708

History

Received: Dec 29, 2011
Accepted: Jan 14, 2013
Published online: Jan 16, 2013
Published in print: Oct 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Jiun-Yih Chen, A.M.ASCE [email protected]
Senior Engineer, Energo Engineering, 1300 W. Sam Houston Pkwy. S., Suite 100, Houston, TX 77042 (corresponding author). E-mail: [email protected]
Robert B. Gilbert, P.E., M.ASCE [email protected]
Brunswick-Abernathy Professor, Univ. of Texas at Austin, 1 University Station C1792, Austin, TX 78712. E-mail: [email protected]
Frank J. Puskar, P.E., M.ASCE [email protected]
Managing Director, Energo Engineering, 1300 W. Sam Houston Pkwy. S., Suite 100, Houston, TX 77042. E-mail: [email protected]
Sean Verret, A.M.ASCE [email protected]
Principal Consultant, Energo Engineering, 1300 W. Sam Houston Pkwy. S., Suite 100, Houston, TX 77042. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share