Skip to main content

Pile Foundations

  • Chapter
  • 2294 Accesses

Abstract

Piles are vertical or slightly inclined, relatively slender structural foundation members. They transmit loads from the superstructure to competent soil layers. Length, method of installation, and way of transferring the load to the soil can vary greatly.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   74.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Authier, J. and Fellenius, B. H. (1983), Wave equation analysis and dynamic monitoring of pile driving, Civil Engineering for Practicing and Design Engineers, 2, No. 1, pp. 1–20.

    Google Scholar 

  • Bermingham, P. and Janes, M. (1989), An innovative approach to load testing of high capacity piles, Proceedings of the International Seminar on Piling and Deep Foundations, London, May 1989, Vol. 1, ed. J. B. Burland and J. M. Mitchell, A. A. Balkema Publishers, Rotterdam, pp. 409–413.

    Google Scholar 

  • Bjerin, L. (1977), Pahangskrafter pa langa betongpalar, Swedish Geotechnical Institute, Report No. 2 (in Swedish).

    Google Scholar 

  • Bjerrum, L., Johannessen, I. J., and Eide, O. (1969), Reduction of negative skin friction on steel piles to rock, Proceedings of the 7th International Conference on Soil Mechanics and Foundation Engineering, Mexico City, 2, pp. 27-34.

    Google Scholar 

  • Bozozuk, M. (1972), Downdrag measurement on a 160-ft floating test pile in marine clay, Canadian Geotechnical Journal, 9, No. 2, pp. 127–136.

    Article  Google Scholar 

  • Bozozuk, M. (1981), Bearing capacity of a pile preloaded by downdrag, Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 2, pp. 631-636.

    Google Scholar 

  • Bozozuk, M., Fellenius, B. H., and Samson, L. (1978), Soil disturbance from pile driving in sensitive clay, Canadian Geotechnical Journal, 15, No. 3, pp. 346–361.

    Article  Google Scholar 

  • Briaud, J.-L. and Tucker, L. (1985), Piles in sand—A method including residual stresses, Journal of Geotechnical Engineering, ASCE, 110, No. 11, pp. 1666–1679.

    Article  Google Scholar 

  • Brinch-Hansen, J. (1963), Hyperbolic stress-strain response of cohesive soils. Discussion. Journal of Soil Mechanics and Foundation Engineering, ASCE, 89, No. SM-4, pp. 241–242.

    Google Scholar 

  • Burland, J. B. (1973), Shaft friction of piles in clay, A simple fundamental approach, Ground Engineering, London, 6, No. 1, pp. 30–42.

    Google Scholar 

  • Canadian Foundation Engineering Manual (1985), Second edition. Part 1: Fundamentals; Part 2: Shallow Foundations; Part 3: Deep Foundations; Part 4: Excavations and Retaining Structures. Canadian Geotechnical Society, Technical Committee on Foundations, BiTech Publishers, Vancouver.

    Google Scholar 

  • Chin, F. K. (1970), Estimation of the ultimate load of piles not carried to failure, Proceedings of the 2nd Southeast Asian Conference on Soil Engineering, Southeast Asian Geotechnical Society, pp. 81-90.

    Google Scholar 

  • Chin, F. K. (1971), Discussion, Pile test, Arkansas River Project, American Society of Civil Engineers, Journal of Soil Mechanics and Foundation Engineering, ASCE, 97, No. SM-6, pp. 930–932.

    Google Scholar 

  • Chin, F. K. (1978), Diagnosis of pile condition, Lecture at the 6th Southeast Asian Conference on Soil Engineering, Bangkok, 1977, Geotechnical Engineering, 9, pp. 85-104.

    Google Scholar 

  • Clemente, F. M. (1981), Downdrag on bitumen coated piles in a warm climate, Proceedings of the 10th International Conference on Soil Mechanics and Foundation Engineering, Stockholm, 2, pp. 673-676.

    Google Scholar 

  • Davisson, M. T. (1972), High capacity piles, Proceedings of Lecture Series on Innovations in Foundation Construction, American Society of Civil Engineers, Illinois Section, Chicago, March 22, pp. 81–112.

    Google Scholar 

  • Dunnicliff, C. J. (1982), Geotechnical Instrumentation Jor Monitoring Field Performance, National Cooperative Highway Research Program, Synthesis of Highway Practice No. 89, Transportation Research Council, Washington, D.C.

    Google Scholar 

  • Dunnicliff, C. J. (1988), Geotechnical Instrumentation for Monitoring Field Performance, John Wiley & Sons, Inc., New York, N.Y.

    Google Scholar 

  • Fellenius, B. H. (1972). Downdrag on piles due to negative skin friction, Canadian Geotechnical Journal, 9, No. 4, pp. 323–337.

    Article  Google Scholar 

  • Fellenius, B. H. (1975a), Reduction of negative skin friction with bitumen coated slip layers, Discussion, Journal of Geotechnical Engineering, ASCE, 101, No. GT-4, pp. 412–414.

    Google Scholar 

  • Fellenius, B. H. (1975b), Test loading of piles. Methods, interpretation and new proof testing procedure, Journal of Geotechnical Engineering, ASCE, 101, No. GT-9, pp. 855–869.

    Google Scholar 

  • Fellenius, B. H. (1979), Downdrag on bitumen coated piles. Discussion, Journal of Geotechnical Engineering, ASCE, 105, No. GT-10, pp. 1262–1265.

    Google Scholar 

  • Fellenius, B. H. (1980), The analysis of results from routine pile loading tests, Ground Engineering, London, 13, No. 6, pp. 19–31.

    Google Scholar 

  • Fellenius, B. H. (1984a), Negative skin friction and settlement of piles, Proceedings of Second International Geotechnical Seminar, Pile Foundations, Nanyang Technological Institute, Singapore.

    Google Scholar 

  • Fellenius, B. H. (1984b), Ignorance is bliss—And that is why we sleep so well, Geotechnical News, Canadian Geotechnical Society and the United States National Society of the International Society of Soil Mechanics and Foundation Engineering, 2, No. 4, pp. 14–15.

    Google Scholar 

  • Fellenius, B. H. (1989a), Unified design of piles and pile groups. TRB Record 1169, pp. 75–82. Transportation Research Board, Washington, D.C.

    Google Scholar 

  • Fellenius, B. H. (1989b), Tangent modulus of piles determined from strain data, ASCE Geotechnical Engineering Division, 1989 Foundation Congress, ed. F. H. Kulhawy, Vol. 1, pp. 500–510.

    Google Scholar 

  • Fellenius, B. H. and Samson, L. (1976), Testing of drivability of concrete piles and disturbance to sensitive clay. Canadian Geotechnical Journal, 13, No. 2, pp. 139–160.

    Article  Google Scholar 

  • Fellenius, B. H., Samson, L., Thompson, D. E., and Trow, W. (1978), Dynamic behaviour of foundation piles and driving equipment, Terratech Ltd. and the Trow Group Ltd., Final Report, Department of Supply and Services, Canada, Research Project, Vols. I and II.

    Google Scholar 

  • Fellenius, B. H., O’Brien, A. J., Riker, R. E., and Tracy, G. R. (1983), Dynamic monitoring and conventional pile testing procedures, ASCE, Proceedings of Symposium on Dynamic Measurement of Piles and Piers, ed. G. G. Goble.

    Google Scholar 

  • Fellenius, B. H., Riker, R. E., O’Brien, A. J., and Tracy, G. R. (1989), Dynamic and static testing in a soil exhibiting setup, Journal of Geotechnical Engineering, ASCE, 115, No. 7, pp. 984–1001.

    Article  Google Scholar 

  • Fellenius, B. H. and Rasch, N. C. (1990), FAILPILE Program for Analysis of Failure Loads in the Static Pile Loading Test. User Manual, Bengt Fellenius Consultants Inc., Ottawa.

    Google Scholar 

  • Goble Rausche Likins and Associates (1988), GRLWEAP Program for Wave Equation Analysis of Pile Driving, User Manual. Cleveland, Ohio.

    Google Scholar 

  • Goudreault, P. and Fellenius, B. H. (1990), UNIPILE Program for Unified Analysis of Piles and Pile Groups Considering Capacity, Negative Skin Friction, and Settlement. User Manual, Bengt Fellenius Consultants, Inc., Ottawa.

    Google Scholar 

  • Hanna, T. H. and Tan, R. H. S. (1973), The behaviour of long piles under compressive loads in sand, Canadian Geotechnical Journal, 10, No. 3, pp. 311–340.

    Article  Google Scholar 

  • Hannigan, P. J. and Webster, S. D. (1988), Evaluation of drive system performance and hammer cushion parameters, Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, ed. B. H. Fellenius, BiTech Publishers, Vancouver, pp. 869-878.

    Google Scholar 

  • Holloway, M., Clough, G. W., and Vesic, A. S. (1978), A rational procedure for evaluating the behavior of impact-driven piles, ASTM Symposium on Behavior of Deep Foundations, ed. R. Lundgren, Special Technical Publication STP 670, pp. 335-357.

    Google Scholar 

  • Janbu, N. (1963), Soil compressibility as determined by oedometer and triaxial tests, European Conference on Soil Mechanics and Foundation Engineering, Wiesbaden, 1, pp. 19-25; 2, pp. 17-21.

    Google Scholar 

  • Janbu, N. (1965), Consolidation of clay layers based on nonlinear stress-strain, Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, 2, pp. 83-87.

    Google Scholar 

  • Johannessen, I. J. and Bjerrum, L. (1965), Measurement of the compression of a steel pile to rock due to settlement of the surrounding clay, Proceedings of the 6th International Conference on Soil Mechanics and Foundation Engineering, Montreal, 2, pp. 261-264.

    Google Scholar 

  • Kezdi, A. (1975), Pile foundations. Foundation Engineering Handbook, 1st ed., ed. H. F. Winterkorn and H. Y. Fang, Van Nostrand Reinhold, New York, N.Y., pp. 556–600.

    Google Scholar 

  • Kondner, R. L. (1963), Hyperbolic stress-strain response. Cohesive soils. Journal of Soil Mechanics and Foundation Engineering, ASCE, 89, No. SM-1, pp. 115–143.

    Google Scholar 

  • Lee, S. Q. S. and Fellenius, B. H. (1990), TELLP1LE Program for Analysis of Telltale Data from a Static Loading Test. User Manual, Bengt Fellenius Consultants Inc., Ottawa.

    Google Scholar 

  • Leonards, G. A. and Lovell, D. (1978), Interpretation of load test on high capacity driven piles, ASTM Symposium on Behavior of Deep Foundations, ed. R. Lundgren, Special Technical Publication STP 670, pp. 388-415.

    Google Scholar 

  • Likins, G. and Rausche, F. (1988), Hammer inspection tools, Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, ed. B. H. Fellenius, BiTech Publishers, Vancouver, pp. 659-667.

    Google Scholar 

  • Meyerhof, G. G. (1976), Bearing capacity and settlement of pile foundations, The Eleventh Terzaghi Lecture, November 5, 1975, Journal of Geotechnical Engineering, ASCE, 102, No. GT-3, pp. 195–228.

    Google Scholar 

  • Middendorp, P. and Reiding, F. (1988), Determination of discontinuities in piles by low and high strain impacts, Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, ed. B. H. Fellenius, BiTech Publishers, Vancouver, pp. 33-43.

    Google Scholar 

  • O’Neill, M. W., Hawkins, R. A., and Mahar, L. J. (1982), Load transfer mechanism in piles and pile groups. Journal of Geotechnical Engineering, ASCE, 108, No. GT-12, pp. 1605–1623.

    Google Scholar 

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

    Google Scholar 

  • Rausche, F., Moses, F., and Goble, G. G. (1972), Soil resistance predictions from pile dynamics, Journal of Soil Mechanics and Foundation Engineering, ASCE, 98, No. SM-9, pp. 917–937.

    Google Scholar 

  • Rausche, F. and Goble, G. G. (1978), Determination of pile damage by top measurements, ASTM Symposium on Behavior of Deep Foundations, ed. R. Lundgren, Special Technical Publication STP 670, pp. 500-506.

    Google Scholar 

  • Rausche, F., Goble, G. G., and Likins, G. E. (1985), Dynamic determination of pile capacity, Journal of Geotechnical Engineering, ASCE, 111, No. GT-3, pp. 367–383.

    Article  Google Scholar 

  • Rausche, F., Likins, G. E., and Hussein, M. (1988), Pile integrity by low and high strain impacts, Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, ed. B. H. Fellenius, BiTech Publishers, Vancouver, pp. 44-55.

    Google Scholar 

  • Reese, L. C. and Wang, S. T. (1985), Documentation of Computer Program LPILE1, Ensoft Inc., Austin, Texas.

    Google Scholar 

  • Reese, L. C., Awoshika, K., Lam, P. H. F., and Wang, S. T. (1990), Documentation of Computer Program GROUPI, Ensoft Inc., Austin, Texas.

    Google Scholar 

  • Schmertmann, J. H. (1978), Guidelines for cone penetration test, performance and design, U.S. Federal Highway Administration, Washington, D.C., Report FHWA-TS-78-209.

    Google Scholar 

  • Terzaghi, K. (1955), Evaluation of coefficients of subgrade reaction, Geotechnique, 5, No. 4, pp. 297–326.

    Article  Google Scholar 

  • Terzaghi, K. and Peck, R. B. (1967), Soil Mechanics in Engineering Practice, 2nd ed., John Wiley and Sons, Inc., New York, N.Y.

    Google Scholar 

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

    Google Scholar 

  • Vesic, A. S. (1970), Load transfer in pile-soil systems, Proceedings of the Conference on Design and Installation of Pile Foundations and Cellular Structures, ed. H. Y. Fang, Envo Publishing Co., Bethlehem, Pa., pp. 47-73.

    Google Scholar 

  • Vesic, A. S. (1977), Design of Pile Foundations, National Cooperative Highway Research Program, Transportation Research Board, National Research Council, National Academy of Sciences, Washington, Synthesis of Highway Practice No. 42.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1991 Springer Science+Business Media New York

About this chapter

Cite this chapter

Fellenius, B.H. (1991). Pile Foundations. In: Fang, HY. (eds) Foundation Engineering Handbook. Springer, Boston, MA. https://doi.org/10.1007/978-1-4757-5271-7_13

Download citation

  • DOI: https://doi.org/10.1007/978-1-4757-5271-7_13

  • Publisher Name: Springer, Boston, MA

  • Print ISBN: 978-1-4757-5273-1

  • Online ISBN: 978-1-4757-5271-7

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics