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57 Keaney, B. and J. Batts, âConcrete Cylinder Piles at Oregon Inlet, North Carolina,â GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18â21, 2007. Kemp, J.J. and M. Muchard, âRecent Experiences with Con- crete Cylinder Piles in Florida,â GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18â21, 2007. Kolk, H.J., A.E. Baaijens, and M. Senders, âDesign Criteria for Pipe Piles in Silica Sands,â Proceeding of the Interna- tional Symposium on Frontiers in Offshore Geomechanics, Perth, Australia, 2005, pp. 677â681. Lai, P., M. McVay, D. Bloomquist, and D. Badri, âAxial Pile Capacity of Large Diameter Cylinder Piles,â In GSP 180 From Research to Practice in Geotechnical Engineering, Geo-Institute of ASCE, Reston, Va., 2008, pp. 366â384. Lau, K., Corrosion Performance of Concrete Cylinder Piles, Masterâs thesis, University of South Florida, Tampa, 2005, 108 pp. Lehane, B.M. and J.J. 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58 Stevens, R.F., âA Comparison of Dynamic and Static Pile Test Results,â Proceedings, 45th Offshore Technology Confer- ence, Houston, Tex., May 6â9, 2013. Stevens, R.F., âDevelopment of Deep Foundation Design for the Offshore Environment,â GSP 198 Art of Founda- tion Engineering Practice, Geo-Florida 2010, West Palm Beach, Fla., Feb. 20â24, 2010. Terracon, Pile Load Test Program Summary Report, Kentucky Lake Bridge Pile Load Test Program, US68/KY 80 Bridge over Kentucky Lake, Terracon, Olathe, Kans., Jan. 2014. Texas Department of Transportation (TxDOT), Geotechnical Manual, TxDOT, Austin, Dec. 2012. Vipulanandan, C., A.J. Puppala, M. Jao, M.S. Kim, H. Vasudevan, P. Kumar, and Y.L. Mo, Correlation of Texas Cone Penetrometer Test Values and Shear Strength of Soils: Technical Report, TxDOT Project Report No. 0-4862-1, University of Houston, Feb., 2008. White, D.J. and B.M. Lehane, âFriction Fatigue on Displace- ment Piles in Sand,â Geotechnique, Vol. 54, No. 10, 2004, pp. 645â658. Yang, Z.X., R.J. Jardine, B.T. Zhu, P. Foray, and C.H.C. Tsuha, âSand Grain Crushing and Interface Shearing Dur- ing Displacement Pile Installation in Sand,â Geotechnique, Vol. 60, pp. 469â482.