Abstract

The objective of this paper is to present simplified methods for determining the three-dimensional (3D) system capacities of pile foundations based on the lower and upper bound theorems of plasticity. The failure surface for a typical long offshore pile subjected to 3D head loads is derived based on the lower bound (LB) theorem of plasticity, and the LB capacity of a pile system is then proposed. Using the failure mechanism determined from the elastic solution in the LB analysis of a pile system, the upper bound (UB) capacity of the pile system is obtained from the energy-balancing equation. An actual offshore platform is selected as a case study to demonstrate the proposed methods. The current methods extend the planar limit analysis by incorporating global torsion and out-of-plane failures and can be useful in designing and assessing pile systems.

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Acknowledgments

The majority of this work was completed when the first author was at The University of Texas at Austin. We acknowledge the American Petroleum Institute (API) for providing the financial support to conduct this work. We also acknowledge the continuous support from the Bureau of Safety and Environmental Enforcement, the fruitful discussions with Dr. Albert Ku and Dr. J. Y. Chen (formerly with Energo Engineering), and Mr. Vul Thang from Bentley Systems, Inc. We also acknowledge Shell Global Solutions (US) Inc. and Shell International Exploration and Production Inc. for the permission to publish this paper. The views and opinions contained in this paper are those of the authors alone and do not necessarily reflect those of the sponsors or other contributors.

References

API (American Petroleum Institute). 2014. API recommended practice, geotechnical and foundation design considerations. API RP2GEO. Washington, DC: API.
Chen, J. 2016. “Deterministic and probabilistic analyses of offshore pile systems.” Ph.D. thesis, Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin.
Chen, J., R. B. Gilbert, Y. S. Choo, P. W. Marshall, and J. D. Murff. 2016. “Two-dimensional lower bound analysis of offshore pile foundation systems.” Int. J. Numer. Anal. Methods Geomech. 40 (9): 1321–1338. https://doi.org/10.1002/nag.2488.
Chen, J. B., R. Gilbert, and L. Manuel. 2017. Study of environmental load factor in API RP2A LRFD. Contract No. 2015-109583. Washington, DC: American Petroleum Institute.
Chen, J.-Y., R. B. Gilbert, F. J. Puskar, and S. Verret. 2013. “Case study of offshore pile system failure in Hurricane Ike.” J. Geotech. Geoenviron. Eng. 139 (10): 1699–1708. https://doi.org/10.1061/%28ASCE%29GT.1943-5606.0000894.
Chen, J.-Y., B. Materek, J. F. Carpenter, R. B. Gilbert, S. Verret, and F. J. Puskar. 2009. Analysis of potential conservatism in foundation design for offshore platform assessment. Washington, DC: American Petroleum Institute.
Chen, W.-F., and D. Han. 1985. Tubular members in offshore structures. New York: Pitman.
Gilbert, R. B., J. Chen, B. Materek, F. Puskar, S. Verret, J. Carpenter, A. Young, and J. Murff. 2010. “Comparison of observed and predicted performance for jacket pile foundations in hurricanes.” In Offshore Technology Conf. Richardson, TX: Society of Petroleum Engineers.
Mackenzie, D., C. Nadarajah, J. Shi, and J. T. Boyle. 1993. “Simple bounds on limit loads by elastic finite element analysis.” J. Pressure Vessel Technol. 115 (1): 27–31. https://doi.org/10.1115/1.2929490.
Marshall, P., and B. Bea. 1976. “Failure modes for offshore platforms.” In Proc., 1st Int. Conf. on Behavior of Offshore Structures. Trondheim, Norway.
Murff, J. 1987. “Plastic collapse of long piles under inclined loading.” Int. J. Numer. Anal. Methods Geomech. 11 (2): 185–192. https://doi.org/10.1002/nag.1610110207.
Murff, J., and B. Wesselink. 1986. “Collapse analysis of pile foundations.” In Proc., 3rd Int. Conf. on Numerical Methods in Offshore Piling, 445–459. Paris, France: Technip.
Murff, J. D. 1999. “The mechanics of pile foundation collapse.” In Analysis, Design, Construction, and Testing of Deep Foundations, 76–95. Reston, VA: ASCE.
Murff, J. D. 2000. Limit analysis of foundation systems with offshore applications. New York: Wiley.
Ponter, A., and K. Carter. 1997. “Limit state solutions, based upon linear elastic solutions with a spatially varying elastic modulus.” Comput. Methods Appl. Mech. Eng. 140 (3–4): 237–258. https://doi.org/10.1016/S0045-7825%2896%2901104-8.
Ponter, A. R., P. Fuschi, and M. Engelhardt. 2000. “Limit analysis for a general class of yield conditions.” Eur. J. Mech. A. Solids 19 (3): 401–421. https://doi.org/10.1016/S0997-7538%2800%2900170-4.
Tang, W., and R. Gilbert. 1992. Offshore pile system reliability. Project PRAC 89-29. Washington, DC: American Petroleum Institute.

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Go to International Journal of Geomechanics
International Journal of Geomechanics
Volume 20Issue 12December 2020

History

Received: Nov 21, 2019
Accepted: Jul 31, 2020
Published online: Sep 22, 2020
Published in print: Dec 1, 2020
Discussion open until: Feb 22, 2021

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Geotechnical Engineer, Shell Global Solutions (US) Inc., 150 N. Dairy Ashford Rd., Houston, TX 77079, United States (corresponding author). ORCID: https://orcid.org/0000-0002-1998-878X. Email: [email protected]
Robert B. Gilbert, Ph.D., M.ASCE bob_gilbert
P.E.
Brunswick-Abernathy Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, 1 Univ. Station C1792, Austin, TX 78712, United States. Email: bob_gilbert@mail.utexas.edu
James D. Murff, Ph.D., Dist.M.ASCE [email protected]
P.E.
Consultant, 12 Sparrowglen Lane, Austin, TX 78738, United States. Email: [email protected]
Peter W. Marshall, Ph.D., F.ASCE [email protected]
P.E.
Consultant, 2115 Winchester Blvd., Apartment 258, Campbell, CA 95008, United States. Email: [email protected]

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