Skip to contentUnited States Department of Transportation - Federal Highway AdministrationSearch FHWAFeedback

Geotechnical Engineering

 
<< PreviousContentsNext >>

Geotechnical Engineering Circular (GEC) No. 8
Design And Construction Of Continuous Flight Auger Piles
Final
April 2007

Chapter 9: References

  • AASHTO (2002). "Standard Specifications for Highway Bridges," 17th Edition, American Association of State Highway and Transportation Officials, Washington, D.C.
  • AASHTO (2006). "LRFD Bridge Design Specifications," 4th Edition, American Association of State Highway and Transportation Officials, Washington, D.C.
  • ACI (2004). "Building Code Requirements for Reinforced Concrete," American Concrete Institute, Detroit, MI.
  • API. (1993). "Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms - Working Stress Design," 20th Edition, American Petroleum Institute, Dallas, Texas, pp. 191.
  • ASTM (2006). "Annual Book of ASTM Standards," West Conshohocken, PA.
  • Brown, D.A., Reese, L.C., and O'Neill, M.W. (1987). "Cyclic lateral loading of a large-scale pile group," Journal of Geotechnical Engineering, ASCE, Vol. 113, No. 11, pp.1326-1343.
  • Brown, D.A., Morrison, C. and Reese, L.C. (1988). "Lateral Load Behavior of a Pile Group in Sand," Journal of Geotechnical Engineering, ASCE, Vol. 114, No. GT11, pp. 1261-1276.
  • Brown, D.A. and Drew, C. (2000). "Axial Capacity of Augered Displacement Piles at Auburn University," Geotechnical Special Publication No. 100, N. D. Dennis, R. Castelli, and M. W. O'Neill (Eds.), ASCE, August, pp. 397-403.
  • Bridge Software Institute (2003). "FB-Pier" Version 3.0. University of Florida, Gainesville, FL.
  • Bustamante, M., and Gianeselli, L. (1981). "Portance Réele et Portance Calculée des Pieux Isolés Sollicités Verticalement," Revue Française de Geotéchnique, No. 16, Presses de l'ENPC, France.
  • Bustamante, M., and Gianeselli, L. (1982). "Pile Bearing Capacity by Means of Static Penetrometer CPT," In Proceedings of the 2nd European Symposium on Penetration Testing. Amsterdam, pp. 493-500.
  • Chin, F.K. (1970). "Estimation of the Ultimate Load of Piles not Carried to Failure," Proceedings of the Second Southeast Asian Conference on Soil Engineering, Singapore, Vol. 1, pp. 81-90.
  • Clemente, J.L.M., Davie, J.R., and Senapathy, H. (2000). "Design and Load Testing of Augercast Piles in Stiff Clay," Geotechnical Special Publication No. 100, Ed. By N. D. Dennis, R. Castelli, and M. W. O'Neill (Eds.), ASCE, August, pp. 398-403.
  • Coleman, D.M. and Arcement, B.J. (2002). "Evaluation of Design Methods for Auger Cast Piles in Mixed Soil Conditions," Proceedings of the International Deep Foundations Congress 2002, February 14-16, 2002 Orlando, Florida;M.W. O'Neill and F.C. Townsend (Eds.), ASCE, pp. 1404-1420.
  • Collin, J.G. (2004). "Column Supported Embankments - Technical Summary #7. Ground Improvement Methods", FHWA NHI-04-001, October, Federal Highway Administration, Washington, D.C.
  • Coyle H. M., and Castello, R. R. (1981). "New Design Correlations for Piles on Sand," Journal of the Geotechnical Engineering Division, ASCE, Vol. 106 No. GT7, pp. 965-986.
  • Decourt, L. (2003). "Behaviour of a CFA Pile in a Lateric Clay," Proceedings of the 4th International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, BAP IV, Ghent, Belgium, pp. 301-308.
  • DFI (2005). "Manual for Non Destructive Testing and Evaluation of Drilled Shafts", Deep Foundations Institute, Chernauskas, L.E. (Ed.) Hawthorne, NJ.
  • Douglas, D. J. (1983). "Discussion on Paper 17-22: Case Histories," Proceeding, Conference on Piling and Ground Treatment, Institution of Civil Engineering, London, pp. 283.
  • Fleming, W.G.K. (1995). "The Understanding of Continuous Flight Auger Piling, Its Monitoring and Control," Proceedings, Institution of Civil Engineers Geotechnical Engineering, Vol. 113, July, pp. 157-165. Discussion by R. Smyth-Osbourne and reply, Vol. 119, Oct., 1996, p. 237.
  • Frizzi, R.P. and Meyer, M.E. (2000). "Augercast Piles:South Florida Experience," Geotechnical Special Publication No. 100, N. D. Dennis, R. Castelli, and M. W. O'Neill (Eds.), ASCE, August, pp. 382-396.
  • Garg, K.G. (1979). "Bored Pile Groups under Vertical Load in Sand," Journal of the Geotechnical Engineering Division, ASCE, Vol. 105, No. GT8, pp. 939-956.
  • Gupton, C. and Logan, T. (1984). "Design Guidelines for Drilled Shafts in Weak Rocks in South Florida," Proceedings South Florida Annual ASCE Meeting, ASCE.
  • Han, J. and Akins, K. (2002). "Case Studies of Geogrid-Reinforced and Pile-Supported Earth Structures on Weak Foundation Soils," Proceedings of the International Deep Foundation Congress, Geotechnical Special Publication No. 116 - Deep Foundations 2002, M. W. O'Neill and F. C. Townsend (Eds.), ASCE, Orlando, FL, pp. 668-679.
  • Hannigan, P.J., Goble, G.G., Likins, G.E., and Rausche, F., R.R. (2006). "Design and Construction of Driven Pile Foundations," Volume I; NHI courses No. 132021 and 132022 Reference Manual, April, 968 p.
  • Hetenyi, M. (1946). "Beams on Elastic Foundations,"University of Michigan Press, Ann Arbor, MI.
  • Kaderabek, T. J., Reynolds, R. T. (1981). "Miami limestone foundation design and construction," Journal of the Geotechnical Engineering Division, ASCE, Vol. 127 GT7, July, pp. 859-872.
  • Kulhawy, F.H. (1984). "Limiting Tip and Side Resistance: Fact or Fallacy?," Proceedings of the Symposium on the Analysis and Design of Pile Foundations. ASCE, San Francisco, CA, pp. 80-98.
  • Kyfor, Zenon G., Schnere, Austars R. (1992). "Static Testing of Deep Foundations," Report No. FHWA-SA-91-042, Federal Highway Administration, Washington, D.C.
  • McVay, M., Armaghani, B, and Casper, R. (1994). "Design and Construction of Auger-Cast Piles in Florida,"Transportation Research Record 1447, Design and Construction of Auger Cast Piles, and Other Foundation Issues, Washington, pp. 10-18.
  • McVay, M.C., Casper, R., and Shang, T. (1995). "Lateral Response of Three Row Groups in Loose to Dense Sands at 3D and 5D Pile Spacing," ASCE, Journal of Geotechnical Engineering, ASCE, Vol. 121, No. 5, pp 436-441.
  • Meyerhof, G.G. (1976). "Bearing Capacity and Settlement of Pile Foundations," Journal of Geotechnical Engineering, ASCE, Vol. 102, GT3, pp. 195-228.
  • Mindess, S., Young, J. F., and Darwin, D. (2003). "Concrete"2nd Edition, Prentice Hall, Upper Saddle River, NJ, 644 p.
  • Moss, R.E.S. (1997). "Cyclic Lateral Loading of Model Pile Groups in Clay Soil: Phase 2B," Masters Thesis, Utah State University.
  • Nataraja, M. S., and Cook, B. E. (1983). "Increase in SPT N-Values Due to Displacement Piles," Journal of the Geotechnical Engineering Division, ASCE, Vol. 109, No. GT1, pp. 102-113.
  • Neely, W. J. (1991) "Bearing Capacity of Auger-Cast Piles in Sand," Journal of Geotechnical Engineering, ASCE, Vol. 117, No. 2, pp. 331-345.
  • NeSmith, W.M. (2002). "Static Capacity Analysis of Augered, Pressure-Injected Displacement Piles," Geotechnical Special Publication No. 116, M. W. O'Neill and F. C. Townsend (Eds.), ASCE, February, Vol. 1, pp. 1088-1097.
  • O'Neill, M. W., Ata, A., Vipulanandan, C., and Yin, S. (2002). "Axial Performance of ACIP Piles in Texas Coastal Soils," Geotechnical Special Publication No. 116, Ed. by M. W. O'Neill and F. C. Townsend (Eds.), ASCE, February, Vol. 1, pp. 1290-1304.
  • O'Neill, M. W., Vipulanandan, C., Ata, A., Tan, F. (1999). "Axial Performance of Continuous-Flight-Auger Piles for Bearing," Final report to the Texas Department of Transportation, Report No. 7-3940-2, August, 254 p.
  • O'Neill, M.W. and Reese, L.C. (1999). "Drilled Shafts:Construction Procedures and Design Methods," FHWA Report No. IF-99-025, Federal Highway Administration, Washington, D.C.
  • O'Neill, M.W., Vipulanandan, C., and Hassan, K. (2000). "Modeling of Laterally Loaded ACIP Piles in Overconsolidated Clay," Geotechnical Special Publication No. 100, N. D. Dennis, R. Castelli, and M. W. O'Neill (Eds.), ASCE, August, pp. 382-396.
  • Peck, R. B., Hanson, W. E., Thornbum, T. H. (1974). "Foundation Engineering", 2nd Edition, Wiley & Sons, New York, NY.
  • Ramos, H.R., Antorena, J.A., and McDaniel, G.T. (1994) "Correlations between the Standard Penetration Testing (SPT) and the Measured Shear Strength of Florida Natural Rock, in Proceedings FHWA International Conference on Design and Construction of Deep Foundations, Orlando, FL, pp. 699-711.
  • Reese, L. C. (1986). "Behavior of Piles and Pile Groups Under Lateral Load", Publication No. FHWA-RD-85-106, Federal Highway Administration, Washington, D.C.
  • Reese, L. C., and O'Neill M. W. (1988). "Drilled Shaft:Construction Procedures and Design Methods," FHWA-HI-88-042, Federal Highway Administration, Washington, D.C.
  • Reese, L., Wang, S-T., Arrellaga, J.A., and Hendrix, J. (2006). "LPILE - A Program for the Analysis of Piles and Drilled Shafts Under Lateral Loads." Version 5.0 Plus, ENSOFT, Inc., Houston, TX.
  • Reese, L., Wang, S-T., Arrellaga, J.A., and Hendrix, J. (2006). "GROUP - A Program for the Analysis of a Group of Piles Subjected to Axial and Lateral Loading," Version 7.0, ENSOFT, Inc., Houston, TX.
  • Rizkallah, V. and Bruns, T. (1988). "Estimation of Pile Bearing Capacity of Cast-in-Place Screwed Piles," Proceedings of the 3rd International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, BAP III, Ghent, Belgium, pp. 417-424.
  • Rollins, K. M., Peterson, K. T., and Weaver, T. J. (1998). "Lateral load behavior of full-scale pile group in clay, "Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 124, No. 6, pp. 468.478.
  • Ruesta, P.F., and Townsend, F.C. (1997). "Evaluation of laterally loaded pile group at Roosevelt Bridge," Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 123, No. 12, pp. 1153-1161.
  • Sabatini, P.J., Tanyu, B., Armour, T., Groneck, P., and Keeley, J. (2005). "Micropile Design and Construction," FHWA NHI-05-039; NHI Course 132078 Reference Manual, December, 436 p.
  • Semeraro, M.A. (1982). "Evaluation of and Design Considerations for Drilled Shafts Socketed into Coral and Coquina Limestones,"MS Thesis, Massachusetts Institute of Technology, Dept. of Civil and Environmental Engineering.
  • Senna R. S., Cintra, J. C. A., Rezende, M. E. B. (1993). "Load Distribution In Bored Pile Groups," In Proceedings of the Second International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, Ghent, Belgium, Balkema, Rotterdam, pp. 151-154.
  • Terzaghi, K. and Peck, R.B. (1967). "Soil Mechanics in Engineering Practice," 2nd Edition, John Wiley & Sons, New York, NY.
  • Texas Highway Department (1972). "Foundation Exploration and Design Manual," Bridge Division, 2nd Edition, July.
  • Tomlinson, M. J. (1957). "The Adhesion of Piles Driven in Clay Soils," in Proceedings of the 4th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, 1957, pp. 66-71, Butterworths Scientific Publications, Ltd. London, England.
  • Tomlinson, M.J. (1994). "Pile Design and Construction Practice," 4th Edition, E & FN Spon, Chapman and Hall, London, 411 p.
  • U.S. Army Corps of Engineers. (1994) "Standard Test Method for Flow of Grout for Preplaced-Aggregate Concrete (Flow Cone Method) (ASTM C 939-94a)," CRD 611-94.
  • Viggiani, C. (1993) "Further Experiences with Auger Piles in Naples Area," Proceedings of the 2nd International Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, BAP II, Ghent, Belgium, pp. 445-458.
  • Vipulanandan, C., Kim, M.G., and O'Neill, M.W. (2004). "Axial Performance of Continuous Flight Auger Piles for Bearing", Project Report No. 7-3940-2, Texas Department of Transportation, 253 pp.
  • Webb, D., Everts, H.J., de Boer, F., and Brons, K.F. (1994). "Bearing Capacity of Piles Influenced by Building Stages," 13th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, p. 465, Balkema, Rotterdam.
  • Wright, S.J. & Reese, L.C. (1979). "Design of Large Diameter Bored Piles," Ground Engineering, Vol. 12, No. 8, pp. 17-51.
  • Zelada, G. A., and Stephenson, R. W. (2000). "Design Methods for Auger CIP piles in Compression," New Technological and Design Developments in Deep Foundations, ASCE Geotechnical Special Publication No. 100, N. D. Dennis, R. Castelli and M. W. O'Neill (Eds.), ASCE, August, pp. 418-432.
<< PreviousContentsNext >>

Contact:

 
Updated: 04/07/2011
 

FHWA
United States Department of Transportation - Federal Highway Administration