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Suggested Citation:"Bibliography ." National Academies of Sciences, Engineering, and Medicine. 2015. Design and Load Testing of Large Diameter Open-Ended Driven Piles. Washington, DC: The National Academies Press. doi: 10.17226/22110.
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Page 58
Page 59
Suggested Citation:"Bibliography ." National Academies of Sciences, Engineering, and Medicine. 2015. Design and Load Testing of Large Diameter Open-Ended Driven Piles. Washington, DC: The National Academies Press. doi: 10.17226/22110.
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Page 59

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59 BIBLIOGRAPHY Alm, T. and L. Hamre, “Soil Model for Pile Driveability Pre- dictions Based on CPT Interpretations,” Proceedings, 15th International Conference on Soil Mechanics and Geotechni- cal Engineering, Istanbul, 2001, Vol. 3, 1297–1302. Axtell, P.J., J.W. Owen, and S.D. Vollink, “Increase in Pile Capacity with Time in Missouri River Alluvium,” Proceed- ings: 5th International Conference on Case Histories in Geotechnical Engineering, New York, N.Y., April 13–17, 2004. Camitz, G., “Corrosion and Protection of Steel Piles and Sheet Piles in Soil and Water,” Excerpt and Translation of Report 93, Swedish Commission on Pile Research, 1998. Camp, W.M., III and H.S. 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Salgado, “Resistance Factors for Use in Load and Resistance Factor Design of Driven Pipe Piles in Sands,” Journal of Geotech- nical and Geoenvironmental Engineering, Vol. 135, No. 1, 2009, pp. 1–13. Gallagher, D.A. and K.G. Gavin, “An Investigation of the Effect of Partial Plugging During Installation on the Shaft Capacity of Open-Ended Piles in Soft Clay,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Gavin, K., D. Igoe, and P. Doherty, “Piles for Offshore Wind Turbines: A State-of-the-Art Review,” Proceedings of the Institute of Civil Engineers, Geotechnical Engineering, Vol. 164, Issue GE4, Aug, 2011. Hajduk, E.L., G. Lin, J.C. Adams, and D.L. Ledford, “Experi- ences with Open Ended Pipe Pile Plugging in The Atlantic Coastal Plain,” GSP 158 Contemporary Issues in Deep Foun- dations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Hartman, J., R. Castelli, and S. Malhotra, “Design and Instal- lation of Concrete Cylinder Piles,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Hight, D.W., D.M. Lawrence, G.W.E. Milligan, S.S. Gue, and D.M. Potts, “Evidence for Scale Effects in the End Bearing Capacity of Open-ended Piles in Sand,” Proceed- ings, 28th Offshore Technology Conference, Houston, Tex., May 6–9, 1996. Janes, M., A. Sy, and R.G. Campanella, “A Comparison of Statnamic and Static Pile Load Tests on Steel Pipe Piles in the Fraser Delta,” Proceedings of the First Inter- national Statnamic Seminar, Vancouver, BC, Canada, Sept. 27–30, 1994. Jeong, S. and J. Ko, “The Plugging Effect of Large Diam- eter Pipe Pile in Sandy Soil” (Pending DFI-EFFC Inter- national Conference on Piling and Deep Foundations), 2013. Kim, D., M. Chung, and K. Kwak, “Resistance Factor Calculations for LRFD Of Axially Loaded Driven Piles in Sands,” KSCE Journal of Civil Engineering, Vol. 15, No. 7, 2011, pp. 1185–1196. Lau, K., A.A. Sagüés, and R.G. Powers, “Long-Term Corro- sion Behavior of Epoxy Coated Rebar in Florida Bridges,” Corrosion/2007, Paper No. 07306, NACE International, Houston, Tex., 2007, 10 pp. Likins, G.E., F. Rausche, and G.G. Goble, “High Strain Dynamic Pile Testing, Equipment and Practice,” Proceed- ings of the 6th International Conference on the Application of Stress-wave Theory to Piles, Sept. 2000, pp. 327–333. Likins, G.E. and F. Rausche, “Correlation of CAPWAP with Static Load Tests,” Proceedings of the 7th International Conference on the Application of Stresswave Theory to Piles, Aug. 2004. Long, J. and A. Anderson, Improved Design for Driven Piles on a Pile Load Test Program in Illinois, Report ICT-R27- 69, Illinois Center for Transportation, Rantoul, July 2012. Long, J.H., B. Diyar, J.A. Kerrigan, and M.H. Wysockey, “Value of Methods for Predicting Axial Pile Capacity,” Transportation Research Record: Journal of the Transpor- tation Research Board, No. 1663, Transportation Research Board of the National Academies, Washington, D. C., 1999, pp. 57–63. Malhotra, S., “Performance of Open-ended Pipe Piles in Cre- taceous Soils,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Morley, J., “The Corrosion and Protection of Steel Piling, British Steel Corporation, Teesside Laboratories, 1979. Murff, J.D., R.D. Raines, and M.F. Randolph, “Soil Plug Behavior of Piles in Sand,” Proceedings of the 22nd Annual Offshore Technology Conference, Houston, Tex., May 7–10, 1990. National Research Council, Highway Research Record 333, Highway Research Board, National Research Council, Washington, D.C., p. 93. NAVFAC, NAVFAC DM-7, Soil Mechanics, Foundations, & Earth Structures, Naval Facilities Engineering Command, Arlington, Va., 1986.

60 Paikowsky, S.G., Innovative Load Testing Systems, NCHRP Project 21-08, Transportation Research Board of the National Academies, Washington, D.C., 2006. Paikowsky, S.G., “The Mechanism of Pile Plugging in Sand,” Proceedings of the 22nd Annual Offshore Technol- ogy Conference, Houston, Tex., May 7–10, 1990. Paikowsky, S.G., R.V. Whitman, and M.M. Baligh, “A New Look at the Phenomenon of Offshore Pile Plugging,” Marine Georesources & Geotechnology, Vol. 8, No. 3, 1989, pp. 213–230. Paikowsky, S.G. and R.V. Whitman, “The Effects of Plug- ging on Pile Performance and Design,” Canadian Geo- technical Journal, Vol. 27, No. 4, 1990, pp. 429–440. Paikowsky, S.G., V.A. LaBelle, and N.M. Hourani, “Dynamic Analyses and Time Dependent Pile Capacity,” 5th Inter- national Conference on Application of Stress Waves to Piles, Orlando, Fla., 1996, pp. 325–339. Paikowsky, S.G., V.A. LaBelle, and R.N. Mynampaty, Static and Dynamic Time Dependent Pile Behavior, Research Report submitted to the Massachusetts Highway Depart- ment, Geotechnical Section, Boston, 1995. Peck, R.B., W.E. Hanson, and T.H. Thornburn, Foundation Engineering, 2nd ed., Wiley and Sons, New York, N.Y., 1974, 544 pp. Rahim, A. and R. Stevens, “Design Procedures for Marine Renewable Energy Foundations,” Proceedings of the 1st Marine Energy Technology Symposium, Washington, D.C., April 10–11, 2013. Schneider, J.A., X. Xu, and B. M. Lehane, “End Bearing Formulation for CPT Based Driven Pile Design Meth- ods in Siliceous Sands,” 2nd International Symposium on Cone Penetration Testing, Huntingdon Beach, Calif., 2010. Skov, R. and H. Denver, “Time-Dependence of Bearing Capac- ity of Piles,” Proceedings 3rd International Conference on Application of Stress-Waves to Piles, 1988, pp. 1–10. Stevens, R.F., “Pile Acceptance Based on Combined CAPWAP Analyses,” Proceedings, 6th International Conference on the Application of Stress-Wave Theory to Piles, Sao Paulo, Brazil, 2000, pp. 17–27. Stevens, R.F., E.A. Wiltsie, and T.H. Turton, “Evaluating Pile Drivability for Hard Clay, Very Dense Sand, and Rock,” Proceedings, 14th Offshore Technology Confer- ence, Houston, Tex., 1982, Vol. 1, pp. 465–481. Sweeney, S. and J. Randinaro, “Static Pile Load Test on 54-in Prestressed Cylinder Pile,” Soil Mechanics Bureau, New York State Department of Transportation, Albany, April 1988. Toolan, F.E. and D.A. Fox, “Geotechnical Planning of Piled Foundations for Offshore Platforms,” Proceedings of the Institution of Civil Engineers, Part 1(62), London, U.K., 1997. U.S. Steel, Highway Structures Design Handbook, Vol. 1, U.S. Steel Corporation, 1965. Whittle, A.J. and T. Sutabutr, “Prediction of Pile Setup in Clay,” Transportation Research Record: Journal of the Transportation Research Board, No. 1663, Transportation Research Board of the National Academies, Washington, D.C., 1999, pp. 33–40. Yang, N.C., “Relaxation of Piles in Sand and Inorganic Silt,” Journal of the Soil Mechanics and Foundations Division, ASCE, Mar. 1970, pp. 395–409. Zhang, L., W.H. Tang, and C.W. Ng, “Reliability of Axially Loaded Driven Pile Groups,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 127, No. 12, 2001, pp. 1051–1060.

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TRB’s National Cooperative Highway Research Program (NCHRP) Synthesis 478: Design and Load Testing of Large Diameter Open-Ended Driven Piles documents information regarding the current state of practice with respect to the selection, use, design, construction, and quality control of large diameter open-ended driven piles for transportation structures. This report may provide agencies with information to develop guidance and methods for technical guides and design codes, as well as to identify gaps in knowledge to guide future research.

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