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Drilled Shaft Foundations

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Foundation Engineering Handbook

Abstract

A drilled shaft, also known as drilled pier, drilled caisson, caisson, bored pile, etc., is a versatile foundation system that is used extensively on a worldwide basis. In its simplest form, a drilled shaft is constructed by making a cylindrical excavation, placing a reinforcing cage (when necessary), and then concreting the excavation. With available drilling equipment, shaft diameters up to 20 ft (6 m) and depths exceeding 250 ft (76 m) are possible. However, for most normal applications, diameters in the range of 3 to 10 ft (1 to 3 m) are typical. This size versatility allows a single drilled shaft to be used in place of a driven pile group and eliminates the need for a pile cap. In addition, normal construction practices for drilled shafts effectively eliminate the noise and strong ground vibrations that develop during pile driving operations. For these and other secondary reasons, drilled shafts have become both the technical and economic foundation of choice for many design applications. In fact, they have become the dominant foundation type in many geologic settings around the world.

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References

  • ACI Committee 336 (1980), Suggested design and construction procedures for pier foundations ACI 336.3R-72 (Reef. 1980) American Concrete Institute, Detroit [being extensively revised at time of writing].

    Google Scholar 

  • ACI Committee 336 (1985), Standard specification for the construction of drilled piers ACI 336.1–79 (Rev. 1985) American Concrete Institute, Detroit [being extensively revised at time of writing].

    Google Scholar 

  • ADSC: The International Association of Foundation Drilling (1987), Standards and Specifications for the Foundation Drilling Industry, ADSC, Dallas, Texas.

    Google Scholar 

  • Beech, J. F. and Kulhawy, F. H. (1987), Experimental study of the undrained uplift behavior of drilled shaft foundations Report EL-5323 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Bishop, A. W. (1966), The strength of soils as engineering materials Geotechnique 16 No. 2, pp. 91–130.

    Article  Google Scholar 

  • Blight, G. E. (1987), Lowering of the groundwater table by deep-rooted vegetation-The geotechnical effects of water table recovery Proceedings 9th European Conference on Soil Mechanics and Foundation Engineering Dublin 1 pp. 285–288.

    Google Scholar 

  • Bolton, M. D. (1986), The strength and dilatancy of sands Geotechnique 36 No. 1, pp. 65–78.

    Article  Google Scholar 

  • Callanan, J. F. and Kulhawy, F. H. (1985), Evaluation of procedures for predicting foundation uplift movements Report EL-4107 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Caquot, A. and Kerisel, J. (1953), Sur le Terme de Surface Dans le Calcul des Fondations en Milieu Pulvérulent Proceedings 3rd International Conference on Soil Mechanics and Foundation Engineering Zurich 1 pp. 336–337.

    Google Scholar 

  • Carter, J. P. and Kulhawy, F. H. (1988), Analysis and design of drilled shaft foundations socketed into rock Report EL-5918 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Davidson, H. L., Cass, P. G., Khilji, K. H., and McQuade, P. V. (1982), Laterally loaded drilled pier research Report EL-2197 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Duncan, J. M. and Buchignani, A. L. (1976) An Engineering Manual for Settlement Studies Dept. of Civil, Engineering, University of California, Berkeley.

    Google Scholar 

  • Evans, L. T., Jr. and Duncan, J. M. (1982), Simplified analysis of laterally loaded piles Report UCB/GT/82–04 University of California, Berkeley.

    Google Scholar 

  • Greer, D. M. and Gardner, W. S. (1986) Construction of Drilled Pier Foundations John Wiley and Sons, Inc., New York, N.Y.

    Google Scholar 

  • Hansen, J. B. (1970), A revised and extended formula for bearing capacity Bulletin 28 Danish Geotechnical Institute, Copenhagen, pp. 5–11.

    Google Scholar 

  • Hirany, A. and Kulhawy, F. H. (1988), Conduct and interpretation of load tests on drilled shaft foundations Report EL-5915 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Jamiolkowski, M., Ladd, C. C., Germaine, J. T., and Lancellotta, R. (1985), New developments in field and laboratory testing of soils Proceedings 11th International Conference on Soil Mechanics and Foundation Engineering San Francisco 1 pp. 57–153.

    Google Scholar 

  • Kulhawy, F. H. (1984), Limiting tip and side resistance-Fact or fallacy Analysis and Design of Pile Foundations ed. J. R. Meyer ASCE, New York, N.Y., pp. 80–98.

    Google Scholar 

  • Kulhawy, F. H. (1985), Drained uplift capacity of drilled shafts Proceedings I1th International Conference on Soil Mechanics and Foundation Engineering San Francisco 3 pp. 1549–1552.

    Google Scholar 

  • Kulhawy, F. H., Trautmann, C. H., Beech, J. F., O’Rourke, T. D., McGuire, W., Wood, W. A., and Capano, C. (1983), Transmission line structure foundations for uplift-compression loading Report EL-2870 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Kulhawy, F. H. and Beech, J. F. (1987), Ground water influences on foundation side resistance. Proceedings 9th European Conference on Soil Mechanics and Foundation Engineering Dublin, 2 pp. 707–710.

    Google Scholar 

  • Kulhawy, F. H. and Goodman, R. E. (1987), Foundations in rock, Chapter 55 in Ground Engineer’s Reference Book ed. F. G. Bell, Butterworths, London, pp. 55/1–55/13.

    Google Scholar 

  • Kulhawy, F. H. and Mayne, P. W. (1990), Manual on estimating soil properties for foundation design Report EL-6800 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Lutenegger, A. J. (1987), Use of in-situ tests to determine design parameters for drilled shaft foundations Proceedings Short Course on Drilled Shafts for Engineering Faculty ADSC, Dallas, Texas. (Also Report 87–4 Civil Engineering, Clarkson University, Potsdam, N.Y.)

    Google Scholar 

  • Mair, R. J. and Wood, D. M. (1987) Pressuremeter Testing Butterworths, London.

    Google Scholar 

  • Mattes, N. S. and Poulos, H. G. (1969), Settlement of single compressible pile Journal of the Soil Mechanics and Foundations Division ASCE 95 No. SM-1, pp. 189–207.

    Google Scholar 

  • Mayne, P. W. and Kulhawy, F. H. (1982), K0-OCR relationships in soil Journal of the Geotechnical Engineering Division ASCE 108 No. GT-6, pp. 851–872.

    Google Scholar 

  • Meigh, A. C. (1987) Cone Penetration Testing Butterworths, London.

    Google Scholar 

  • Mitchell, J. K. (1986), Settlement analysis and volume change potential assessment using in-situ tests Proceedings Symposium on Interpretation of Field Testing for Design Parameters Adelaide, 2, pp. 45–60.

    Google Scholar 

  • O’Neill, M. W. (1987a), Use of underreams in drilled shafts Proceedings Short Course on Drilled Shafts for Engineering Faculty ADSC, Dallas, Texas.

    Google Scholar 

  • O’Neill, M. W. (1987b), Drilled shafts in expansive clays-Design and analysis concepts Proceedings, Short Course on Drilled Shafts for Engineering Faculty ADSC, Dallas, Texas.

    Google Scholar 

  • Peck, R. B., Hanson, W. E., and Thombum, T. H. (1974) Foundation Engineering 2nd ed., John Wiley and Sons, Inc., New York, N.Y.

    Google Scholar 

  • Poulos, H. G. and Davis, E. H. (1974) Elastic Solutions for Soil and Rock Mechanics John Wiley and Sons, Inc., New York, N.Y.

    Google Scholar 

  • Poulos, H. G. and Davis, E. H. (1980) Pile Foundation Analysis and Design John Wiley and Sons, Inc., New York, N.Y.

    Google Scholar 

  • Randolph, M. F. and Wroth, C. P. (1982), Recent developments in understanding the axial capacity of piles in clay Ground Engineering, 15 No. 7, pp. 17–25, 32.

    Google Scholar 

  • Reese, L. C. (1984), Handbook on design of piles and drilled shafts under lateral load Report FHWA-IP-84–11 Federal Highway Administration, McLean, Virginia.

    Google Scholar 

  • Reese, L. C., Owens, M., and Hoy, H. (1981), Effects of construction methods on drilled shafts Drilled Piers and Caissons ed. M. W. O’Neill, ASCE, New York, N.Y., pp. 1–18.

    Google Scholar 

  • Reese, L. C. and O’Neill, M. W. (1988), Drilled shafts: Construction procedures and design methods Report FH WA-HI-88–042 Federal Highway Administration, McLean, Virginia.

    Google Scholar 

  • Robertson, P. K. (1986), In-situ testing and its application to foundation engineering Canadian Geotechnical Journal 23 No. 4, pp. 573–594.

    Article  Google Scholar 

  • Schmertmann, J. F. (1985), Measure and use of the in-situ lateral stress The Practice of Foundation Engineering (Osterberg Volume) ed. R. J. Krizek, C. H. Dowding, and F. Somogyi, Northwestern University, Evanston, Ill., pp. 189–213.

    Google Scholar 

  • Semple, R. M. and Rigden, W. J. (1984), Shaft capacity of driven pipe piles in clay Analysis and Design of Pile Foundations ed. J. R. Meyer, ASCE, New York, N.Y., pp. 59–79.

    Google Scholar 

  • Sheikh, S. A., O’Neill, M. W., and Venkatesan, N. (1983), Behavior of 45 degree underreamed footings Report UHCE 83–18 University of Houston, Houston, Texas.

    Google Scholar 

  • Skempton, A. W. (1964), Long-term stability of clay slopes Geotechnique 14 No. 2, pp. 75–102.

    Google Scholar 

  • Skempton, A. W. (1986), Standard penetration test procedures and the effects in sands of overburden pressure, relative density, particle size, ageing and overconsolidation Geotechnique 36 No. 3, pp. 425–447.

    Article  Google Scholar 

  • Stas, C. V. and Kulhawy, F. H. (1984), Critical evaluation of design methods for foundations under axial uplift and compression loading Report EL-3771 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Stewart, J. P. and Kulhawy, F. H. (1981), Experimental investigation of the uplift capacity of drilled shaft foundations in cohesionless soil Contract Report B-49(6) to Niagara Mohawk Power Corporation, Syracuse, N.Y. by Cornell University, Ithaca, N.Y.

    Google Scholar 

  • Tomlinson, M. J. (1957), The adhesion of piles driven in clay soils Proceedings 4th International Conference on Soil Mechanics and Foundation Engineering London 2 pp. 66–71.

    Google Scholar 

  • Trautmann, C. H. and Kulhawy, F. H. (1987), CUFAD-A computer program for compression and uplift foundation analysis and design Report EL-4540-CCM,Vol. 16, Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Tucker, K. D. (1987), Uplift capacity of drilled shafts and driven piles in granular materials Foundations for Transmission Line Towers ed. J.-L. Briaud, ASCE, New York, N.Y., pp. 142–159.

    Google Scholar 

  • Turner, J. P. and Kulhawy, F. H. (1987), Prediction of drilled shaft displacements under repeated axial loads Proceedings International Symposium on Prediction and Performance in Geotechnical Engineering Calgary, pp. 105–112.

    Google Scholar 

  • Turner, J. P., Kulhawy, F. H., and Charlie, W. A. (1987), Review of load tests on deep foundations subjected to repeated loading Report EL-5375 Electric Power Research Institute, Palo Alto, Calif.

    Google Scholar 

  • Turner, J. P. and Kulhawy, F. H. (1990), Drained uplift capacity of drilled shafts under repeated axial loading Journal of Geotechnical Engineering ASCE 116 No. 3, pp. 470–491.

    Article  Google Scholar 

  • Vesic, A. S. (1975), Bearing capacity of shallow foundations Foundation Engineering Handbook 1st ed., ed. H. F. Winterkorn and H. Y. Fang Van Nostrand Reinhold, New York, N.Y., pp. 121–147.

    Google Scholar 

  • Vesic, A. S. (1977), Design of pile foundations Synthesis of Highway Practice 42 Transportation Research Board, Washington, D.C.

    Google Scholar 

  • Withiam, J. L. and Kulhawy, F. H. (1981), Analysis procedure for drilled shaft uplift capacity Drilled Piers and Caissons ed. M. W. O’Neill, ASCE, New York, N.Y., pp. 82–97.

    Google Scholar 

  • Wroth, C. P. (1984), The interpretation of in-situ soil tests Geotechnique 34 No. 4, pp. 449–489.

    Article  Google Scholar 

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© 1991 Springer Science+Business Media New York

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Kulhawy, F.H. (1991). Drilled Shaft Foundations. In: Fang, HY. (eds) Foundation Engineering Handbook. Springer, Boston, MA. https://doi.org/10.1007/978-1-4615-3928-5_14

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  • DOI: https://doi.org/10.1007/978-1-4615-3928-5_14

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4613-6752-9

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