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Suggested Citation:"References ." 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 56
Suggested Citation:"References ." 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 56
Page 57
Suggested Citation:"References ." 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 57

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56 REFERENCES AASHTO LRFD Bridge Design Specifications, Customary U.S. Units, 6th ed., with 2013 Interim Revisions, American Association of State Highway and Transportation Officials, Washington, D.C., 2013. AASHTO Standard R-27-01, Standard Practice for Assessment of Corrosion of Steel Piling for Non-Marine Application, American Association of State Highway and Transportation Officials, Washington, D.C., 2010 API RP 2GEO—Geotechnical and Foundation Design Considerations, 1st ed., American Petroleum Institute, Washington, D.C., 2011, 103 pp. ASTM A 252-10 Standard Specification for Welded and Seam- less Steel Pipe Piles, DOI:10.1520/A0252-10, ASTM Inter- national, West Conshohocken, Pa., 2010. ASTM D1587 Standard Practice for Thin-Walled Tube Sampling of Soils for Geotechnical Purposes, ASTM International, West Conshohocken, Pa., 2012. Avent, R. and D.J. Mukai, Investigation of Cracks in Cylin- drical Spun-Cast Concrete Piles in a Marine Environment, Report 320, Louisiana Transportation Research Center, Baton Rouge, 1998. Axelsson, G., Long-Term Set-Up of Driven Piles in Sand, Doc- toral thesis, Department of Civil and Environmental Engi- neering, Royal Institute of Technology, Stockholm, Sweden, 2000, 194 pp. Beavers, J.A. and C.L. Durr, NCHRP Report 408: Corrosion of Steel Piling in Non-marine Applications, Transportation Research Board, National Research Council, Washington, D.C., 1998, 35 pp. Briaud, J.-L., H.M. Coyle, and L.M. Tucker, “Axial Response of Three Vibratory and Three Impact Driven H-Piles in Sand,” presented at the 69th Annual Meeting of the Trans- portation Research Board, Washington, D.C., Jan. 7–11, 1990. Brown, D.A. and W.R. Thompson, III, NCHRP Synthesis 418: Developing Production Pile Driving Criteria from Test Pile Data, Transportation Research Board of the National Academies, Washington, D.C., 2011, 66 pp. California Department of Transportation, California Amend- ments (to the AASHTO LRFD Bridge Design Specifications— Fourth Edition), California Department of Transportation, Sacramento, Mar. 2012. Canivan, G. and W.M. Camp, III, “Three Case Histories Comparing Impact and Vibratory Driven Pile Resistances in Marl,” Proceedings of the Deep Foundation Institute 27th Annual Conference on Deep Foundations, San Diego, Calif., 2002, pp. 53–65. Clausen, C.J.F., P.M. Aas, and K. Karlsrud, “Bearing Capac- ity of Driven Piles in Sand, the NGI Approach,” Pro- ceeding of the International Symposium on Frontiers in Offshore Geomechanics, ISFOG, Perth, Australia, 2005, pp. 677–681. Dan Brown and Associates, Foundation Analysis and Design Report (FADR), Mississippi River Bridge #19004, Hastings, Minn., Sept. 2010. Dasenbrock, D., “Time Dependent Open-End Pipe Pile Capac- ity Assessment by Dynamic and Quasi-Static Methods,” Proceedings of the 31st Annual Conference on Deep Foun- dations, Washington, D.C., 2006. Dasenbrock, D., “Assessment of Pile Capacity by Static and Dynamic Methods to Reconcile Design Predictions with Observed Performance,” Proceedings of the University of Minnesota 54th Annual Geotechnical Engineering Con- ference, Feb. 2006. Dickenson, S.E., CAPWAP-Based Correlations for Estimat- ing the Static Axial Capacity of Open-Ended Steel Pipe Piles in Alaska, Final Research Report, Alaska Depart- ment of Transportation and Public Facilities, Juneau, 2012. Ellman, R.A., “New I-95 Woodrow Wilson Bridge Founda- tions,” Proceedings, 34th Annual Conference on Deep Foundations, Kansas City, Kans., Oct. 2009. Federal Highway Administration (FHWA), National Geo- technical Improvement and Implementation Plans, FHWA, Washington, D.C., 2013. Hannigan, P.J., G.G. Goble, G.E. Likens, and F. Rousche, Design and Construction of Driven Pile Foundations— Volumes I and II, Report No. FHWA-NHI-5-042, National Highway Institute, Washington, D.C., 2006, 968 pp. and 486 pp. Hussein, M., M. Sharp, and W. Knight, “The Use of Super- position for Evaluating Pile Capacity,” GSP 116 Deep Foundations 2002: An International Perspective on The- ory, Design, Construction, and Performance, International Deep Foundations Congress 2002, Feb. 14–16, 2002, Orlando, Fla., Vol. 1, pp. 6–21. Illinois Department of Transportation (IDOT), AGMU Memo 10.2—Geotechnical Pile Design, IDOT, Springfield, Aug. 2011. Jardine, F.M., F.C. Chow, R.F. Overy, and J.R. Standing, ICP Design Methods for Driven Piles in Sands and Clays, Thomas Telford, London, U.K., 2005. Jeanjean, P., P.G. Watson, H.J. Kolk, and S. Lacasse, “The New API Recommended Practice for Geotechnical Engi- neering: RP 2GEO,” Frontiers in Offshore Geotechnics II— Proceedings of the Second International Symposium on Frontiers in Offshore Geotechnics (ISFOG), Centre for Offshore Foundation Systems, Perth, Australia, Nov. 8–10, 2010. Karlsrud, K., Prediction of Load-Displacement Behavior and Capacity of Axially Loaded Piles in Clay Based on Analyses and Interpretation of Pile Load Test Results, Thesis for the degree of Doctor Philosophiae, Norwegian University of Science and Technology, Trondheim, April, 2012, 312 pp.

57 Keaney, B. and J. Batts, “Concrete Cylinder Piles at Oregon Inlet, North Carolina,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Kemp, J.J. and M. Muchard, “Recent Experiences with Con- crete Cylinder Piles in Florida,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Kolk, H.J., A.E. Baaijens, and M. Senders, “Design Criteria for Pipe Piles in Silica Sands,” Proceeding of the Interna- tional Symposium on Frontiers in Offshore Geomechanics, Perth, Australia, 2005, pp. 677–681. Lai, P., M. McVay, D. Bloomquist, and D. Badri, “Axial Pile Capacity of Large Diameter Cylinder Piles,” In GSP 180 From Research to Practice in Geotechnical Engineering, Geo-Institute of ASCE, Reston, Va., 2008, pp. 366–384. Lau, K., Corrosion Performance of Concrete Cylinder Piles, Master’s thesis, University of South Florida, Tampa, 2005, 108 pp. Lehane, B.M. and J.J. Jardine, “Displacement-pile Behavior in a Soft Marine Clay,” Canadian Geotechnical Journal, Vol. 31, No. 2, 1994, pp. 181–191. Lehane, B.M., J.A. Schneider, and X. Xu, “The UWA-05 Method for Prediction of Axial Capacity of Driven Piles in Sand,” Proceedings of the 1st International Symposium on Frontiers in Offshore Geotechnics, Perth, Australia, Balkema, Leiden, the Netherlands, Sept. 2005a. Lehane, B.M., J.A. Schneider, and X. Xu, Review of Design Methods for Offshore Driven Piles in Siliceous Sand, UWA Report GEO 05358, University of West Australia, Crawley, Sept. 2005b. Liebich, B.A., “High-Capacity Piles at the Stony Creek Bridge Project,” Transportation Research Record: Journal of the Transportation Research Board, No. 2116, Transportation Research Board of the National Academies, Washington, D.C., 2009, pp. 41–46. McVay, M.C., D. Badri, and Z. Hu, Determination of Axial Pile Capacity of Prestressed Concrete Cylinder Piles, Final Report No. UF Proj 4910-4504-877-12, University of Florida, Tallahassee, 2004. Mosher, R.L., “Axial Capacity of Vibratory-Driven Piles Versus Impact-Driven Piles,” presented at the 69th Annual Meeting of the Transportation Research Board, Washington, D.C., Jan. 7–11, 1990. Muchard, M.K., “Statnamic Load Testing of High Capacity Marine Foundations,” Proceedings of Marine Founda- tions Conference, Deep Foundations Institute, New York, N.Y., 2005. Muchard, M.K., R. Palmer, and M. Simpson, “The Effect of Installation Technique on the Capacity of Cylinder Piles in the Yorktown Formation,” GSP 185 Contemporary Topics in Deep Foundations, GeoFlorida 2009, West Palm Beach, Fla., Mar. 15–19, 2009. Murff, J.D., “Piles Capacity in Calcareous Sands: State of the Art,” Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 5, May 1987, pp. 490–507. New York State Department of Transportation (NYSDOT), “Case History—Load Testing of 14-in. Square and 54-in. Dia Cylindrical Prestressed Concrete Piles, Crossbay Blvd. over North Channel, Queens County,” NYSDOT, Albany, July 1996. Paikowsky, S.G., NCHRP Report 507 Load and Resistance Factor Design (LRFD) for Deep Foundations, Transporta- tion Research Board of the National Academies, Washing- ton, D.C., 2004, 76 pp. Paikowsky, S.G., “Design and Testing of Annulus Equipped Pipe Piling for the Sakonnet River Bridge Replacement,” SuperPile 2011, Charleston, S.C., May 12–13, 2011. Paikowsky, S.G. and L.R. Chernauskas, “Dynamic Analysis of Open-ended Pipe Piles,” Proceedings of the 8th Inter- national Conference on the Application of Stress-Wave Theory to Piles, Lisbon, Portugal, Sept. 8–10, 2008. Palermo, R. and W. Reichert, “Tappan Zee Bridge Recon- struction—Foundation Design and Construction,” pre- sented at The Moles annual business meeting, May 2014. Precast/Prestressed Concrete Institute (PCI), “Recommended Practice for Design, Manufacture and Installation of Pre- stressed Concrete Piling,” PCI Journal, Vol. 38, No. 2, 1993, pp. 14–41. Randolph, M.F., “Science and Empiricism in Pile Foundation Design,” Geotechnique, Vol. 53, No. 10, 2003, pp. 847–875. Rausche, F. and S. Webster, “Behavior of Cylinder Piles During Pile Installation,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver 2007, Denver, Colo., Feb. 18–21, 2007. Rausche, F., G. Likins, L. Liang, and M. Hussein, “Static and Dynamic Models for CAPWAP Signal Matching,” GSP 198 Art of Foundation Engineering Practice, Geo- Florida 2010, West Palm Beach, Fla., Feb. 20–24, 2010, pp. 534–553. Robertson, D.T. and M.K. Muchard, “Statnamic Load Testing of Large Diameter Piles at Rigolets Pass Bridge Replace- ment Project,” GSP 158 Contemporary Issues in Deep Foundations, Geo-Denver, Denver, Colo., Feb. 18–21, 2007. S&ME, US 378 Replacement Bridge Over the Great Pee Dee River Florence & Marion Counties, South Carolina, Initial Summary Report—Foundation Testing Program, July 2008. Saye, S.R., D.A. Brown, and A.J. Lutenegger, “Assessing Adhesion of Driven Pipe Piles in Clay Using Adapta- tion of Stress History and Normalized Soil Engineer- ing Parameter Concept,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 139, No. 7, 2013, pp. 1062–1074. Stevens, R.F., “The Effect of a Soil Plug on Pile Drivability in Clay,” Proceedings, 3rd International Conference on the Application of Stress Wave Theory to Piles, Ottawa, ON, Canada, 1988, pp. 861–868. Stevens, R.F., “The Use of Dynamic Pile Testing to Interpret Soil Set-Up,” GSP 125 Current Practices and Future Trends in Deep Foundations, Geo-Institute of ASCE, New York, N.Y., 2004, pp. 96–109.

58 Stevens, R.F., “A Comparison of Dynamic and Static Pile Test Results,” Proceedings, 45th Offshore Technology Confer- ence, Houston, Tex., May 6–9, 2013. Stevens, R.F., “Development of Deep Foundation Design for the Offshore Environment,” GSP 198 Art of Founda- tion Engineering Practice, Geo-Florida 2010, West Palm Beach, Fla., Feb. 20–24, 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, “Friction Fatigue on Displace- ment Piles in Sand,” Geotechnique, Vol. 54, No. 10, 2004, pp. 645–658. Yang, Z.X., R.J. Jardine, B.T. Zhu, P. Foray, and C.H.C. Tsuha, “Sand Grain Crushing and Interface Shearing Dur- ing Displacement Pile Installation in Sand,” Geotechnique, Vol. 60, pp. 469–482.

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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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