[1]Chen, J.Y., Matarak, B.A., carpenter, J.F., and Gilbert, R.B., (2009), Analysis of Potential Conservatism in Foundation Design for Offshore Platform Assessment, Final Project Report Prepared for the Minerals Management Service.
[2]Tang, W.H., and Gilbert, R.B., (1992), Offshore Pile System Reliability, Final Report to American Petroleum Institute (Project PRAC 89-29).
[3]Murff, J. D., and Hamilton, J. M., (1993), PUltimate for Undrained Analysis for Laterally Loaded Piles, Journal of Geotechnical Engineering, ASCE, Vol. 119, No. 1, pp. 91-107.
[4]Murff, J.D., Lacasse, S., and Young, A.G., (1993), Discussion and summary on foundation elements, system and analysis, Proceedings of an International Workshop Assessment and Requalification of Offshore Production Structures, New Orleans, Louisiana, pp. 151-165.
[5]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, Offshore Technology Conference, Houston, Texas, OTC 7157.
[6]Aggarwal, R.K., Litton, R.W., Cornell, C.A., Tang, W.H., Chen, J.H. and Murff, J.D., (1996), Development of pile foundation bias factors using observed behavior of platforms during Hurricane Andrew, Offshore Technology Conference, Houston,Texas, OTC 8078, pp. 445-455.
[7]Bea, R.G., Jin, Z., Valle, C. and Ramos, R., (1999), Evaluation of reliability of platform pile foundations, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 8, pp. 695-704.
[8]American Petroleum Institute, (2000) Recommended practice for planning, designing and constructing fixed offshore platforms, 21st ed., Washington, D.C.
[9]SACS Suite program, (2011), version 5.3.
[10] Werner, S. D., Dickenson, S. E., and Taylor, C. E., (1997), Seismic Risk Reduction at Ports: Case Study and Acceptable Risk Evaluation, Journal of Waterway, Port, and Coastal Engineering, American Society of Civil Engineers, Vol. 123, November-December, pp. 337-346.
[11] PDI, (2010), GRLWEAP Manual for Windows, 30725 Aurora Road, Cleveland, OH 44139 USA: PDI.
[12] CAPWAP Signal Matching, Art of Foundation Engineering Practice (GSP 198), p. 534–553.
[13] Randolph, M.F., and Gourvenec, S., (2011), Offshore Geotechnical engineering, Spon Press, London.
[14] Stevens, R., Wiltsie, E. & Turton, and T., (1982), Evaluating Drivability for Hard Clay, Very Dense Sand, and Rock, Offshore Technology Conference.
[15] Colliat, J., Vergobbi, P. and Puech, A., (1993), Friction Degradation And Set-Up Effects In Hard Clays Offshore Congo And Angola, Offshore Technology Conference.
[16] Skov, R., Denver, H., (1988), Time-dependence of bearing capacity of piles, The 3rd International Conference on Application of Stress-wave Theory to Piles, Ottawa, Canada, pp. 879–888.
[17] Svinkin, M.R., and Skov, R., (2000), Set-up effect of cohesive soils in pile capacity, The 6th International Conference on Application of Stress-wave Theory to Piles, Sao Paulo, Brazil, pp. 107–111. [18] Svinkin, M.R., (1996), Setup and relaxation in glacial sand-discussion, Journal of Geotechnical and Geo-environmental Engineering – ASCE, 122 (4), pp. 319-321