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 250ft (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.
Keywords
- Bearing Capacity
- Undrained Shear Strength
- Cone Penetration Test
- Electric Power Research Institute
- Uplift Capacity
These keywords were added by machine and not by the authors. This process is experimental and the keywords may be updated as the learning algorithm improves.
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References
ACI Committee 336 (1980), Suggested design and construction procedures for pier foundations, ACI 336.3R-72 (Reaf. 1980) American Concrete Institute, Detroit [being extensively revised at time of writing].
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].
ADSC: The International Association of Foundation Drilling (1987), Standards and Specifications for the Foundation Drilling Industry, ADSC, Dallas, Texas.
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.
Bishop, A. W. (1966), The strength of soils as engineering materials, Geotechnique, 16, No. 2, pp. 91–130.
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.
Bolton, M. D. (1986), The strength and dilatancy of sands, Geotechnique, 36, No. 1, pp. 65–78.
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.
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.
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.
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.
Duncan, J. M. and Buchignani, A. L. (1976), An Engineering Manual for Settlement Studies, Dept. of Civil. Engineering, University of California, Berkeley.
Evans, L. T., Jr. and Duncan, J. M. (1982), Simplified analysis of laterally loaded piles, Report UCB/GT/82-04, University of California, Berkeley.
Greer, D. M. and Gardner, W. S. (1986), Construction of Drilled Pier Foundations, John Wiley and Sons, Inc., New York, N.Y.
Hansen, J. B. (1970), A revised and extended formula for bearing capacity, Bulletin 28, Danish Geotechnical Institute, Copenhagen, pp. 5–11.
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.
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.
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.
Kulhawy, F. H. (1985), Drained uplift capacity of drilled shafts, Proceedings, 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, 3, pp. 1549-1552.
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.
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.
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.
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.
Lutenegger, A. J. (1987), Use of in-situ tests to determine design parameters for drilled shaft foundations, Proceedings, Short Courseiton Drilled Shafts for Engineering Faculty, ADSC, Dallas, Texas. (Also Report 87-4, Civil Engineering, Clarkson University, Potsdam, N.Y.).
Mair, R. J. and Wood, D. M. (1987), Pressuremeter Testing, Butterworths, London.
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.
Mayne, P. W. and Kulhawy, F. H. (1982), K o-OCR relationships in soil, Journal of the Geotechnical Engineering Division, ASCE, 108, No. GT-6, pp. 851–872.
Meigh, A. C. (1987), Cone Penetration Testing, Butterworths, London.
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.
O’Neill, M. W. (1987a), Use of underreams in drilled shafts, Proceedings, Short Course on Drilled Shafts for Engineering Faculty, ADSC, Dallas, Texas.
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.
Peck, R. B., Hanson, W. E., and Thornburn, T. H. (1974), Foundation Engineering, 2nd ed., John Wiley and Sons, Inc., New York, N.Y.
Poulos, H. G. and Davis, E. H. (1974), Elastic Solutions for Soil and Rock Mechanics, John Wiley and Sons, Inc., New York, N.Y.
Poulos, H. G. and Davis, E. H. (1980), Pile Foundation Analysis and Design, John Wiley and Sons, Inc., New York, N.Y.
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.
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.
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.
Reese, L. C. and O’Neill, M. W. (1988), Drilled shafts: Construction procedures and design methods, Report FHWA-HI-88-042, Federal Highway Administration, McLean, Virginia.
Robertson, P. K. (1986), In-situ testing and its application to foundation engineering, Canadian Geotechnical Journal, 23, No. 4, pp. 573–594.
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, III., pp. 189–213.
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.
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.
Skempton, A. W. (1964), Long-term stability of clay slopes, Geotech-nique, 14, No. 2, pp. 75–102.
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.
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.
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.
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.
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.
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.
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.
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.
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.
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.
Vesic, A. S. (1977), Design of pile foundations, Synthesis of Highway Practice 42, Transportation Research Board, Washington, D.C.
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.
Wroth, C. P. (1984), The interpretation of in-situ soil tests, Geotechnique, 34, No. 4, pp. 449–489.
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Kulhawy, F.H. (1991). Drilled Shaft Foundations. In: Fang, HY. (eds) Foundation Engineering Handbook. Springer, Boston, MA. https://doi.org/10.1007/978-1-4757-5271-7_14
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DOI: https://doi.org/10.1007/978-1-4757-5271-7_14
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