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May 1, 2005

Pile Behavior—Consequences of Geological and Construction Imperfections1

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Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 131, Issue 5

Abstract

This paper identifies some of the causes of imperfections in real pile foundations and then examines their possible effects on pile behavior. The imperfections considered arise from two main sources, natural imperfections caused by the geological circumstances and imperfections related to the construction of the piles. In each case, single piles are considered first, and then pile groups are addressed separately. Case histories are presented to illustrate the effects on pile performance which are predicted by theoretical analyses. The analyses with which these examinations are carried out will still inevitably involve some degree of idealization, but at least attempt to incorporate the key “nonideal” aspects. The paper also discusses the particular problems involved in investigating and analyzing underperforming pile foundations and reviews some methods by which the consequences of imperfections may be overcome or ameliorated.

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Acknowledgments

The writer is grateful to John P. Carter, John C. Small, Patrick Wong, and Masoud Makarchian for their constructive comments, and to Charles C. W. Ng for providing details of the RSS centrifuge tests.

References

Abdrabbo, F. M. (1997). “Mis-use of soils and foundation causes disaster.” Proc., Int. Conf. on Foundation Failures, Singapore, T. W. Hulme and Y. S. Lau, eds., Inst. of Engs. Singapore, 121–130.
Abdrabbo, F. M., and Abouseeda, H. (2002). “Effect of construction procedures on the performance of bored piles.” Deep Foundations 2002, ASCE Geot. Spec. Pub. No. 116, Vol. 2, ASCE, Reston, Va., 1438–1454.
Amirsoleymani, T. (1991a). “Elimination of excessive differential settlement by different methods.” Proc., 9th Asian Reg. Conf. Soil Mechanics Foundation Engineering, Bangkok, 1, 351–354.
Amirsoleymani, T. (1991b). “Removing soil layers under foundations to rotate buildings”. Proc., 9th Asian Reg. Conf. Soil Mechanichs Foundation Engineering, Bangkok, 1, 201–204.
Brandl, H. (1989). “Underpinning.” Special Lecture D, Proc., 12th Int. Conf. Soil Mechanics Foundation Engineering, Rio de Janeiro, Balkema, Rotterdam, 4, 2227–2258.
Brinkgreve, R. B. J., and Vermeer, P. A. (1998). PLAXIS finite element code for soil and rock analyses, Balkema, Rotterdam.
Brown, D. A. (2004). “Zen and the art of drilled shaft construction: The pursuit of quality.” Proc. Geosupport 2004, J. P. Turner and P. W. Mayne, eds., ASCE Geot. Spec. Pub. No. 124, ASCE, Reston, Va., 19–33.
Bruce, D. A. (1994). “Small-diameter cast-in-place elements for load-bearing and in situ earth reinforcement.” Ground control and improvement, P. P. Xanthakos, L. W. Abramson, and D. A. Bruce, eds., Wiley Interscience, New York.
Burland, J. B. (2004). “The leaning tower of Pisa revisited.” State of the Art and Practice Paper No. 2, Proc., 5th Int. Conf. Case Histories in Geotechnical Engineering, New York, S. Prakash, ed., Univ. of Missouri, Rolla, CD volume.
Button, S. J. (1953). “The bearing capacity of footings on a two layer cohesive subsoil.” Proc., 3rd Int. Conf. Soil Mechanics Foundation Engineering, Zurich, 1, 332–335.
Chen, L., Poulos, H. G., and Loganathan, N. (1999). “Pile responses caused by tunnelling.” J. Geotech. Geoenviron. Eng., 125(3), 207–215.
Decourt, L. (1995). “Prediction of load-settlement relationships for foundations on the basis of the SPT-T.” Ciclo de Conferencias Intern. “Leonardo Zeevaert,” UNAM, Mexico, 85–104.
Giroud, J-P., Vo-Nhiem, T., and Obin, J. P.(1973). Tables pour le calcul des foundations. Tome 3, Dunod, Paris (in French).
Golder, H. Q., and Osler, J. C. (1968). “Settlement of a furnace foundation, Sorel, Quebec.” Can. Geotech. J., 5(1), 46–56.
Hayward Baker. (2003). Project summary on warehouse remediation, promotional literature.
Hobbs, N. B. (1957). “Unusual necking of cast-in-situ concrete piles.” Proc. 4th Int. Conf. Soil Mechanics Foundation Engineering, London, 3, 40–42.
Hoit, M. I., and McVay, M. C. (1996). FLPIER User’s Manual, University of Florida, Gainesville, Fla.
Itasca. (1999). FLAC Users’Manual, Itasca Consulting Group Inc., Minnesota.
Jamiolkowski, M. (2001). “The leaning tower of Pisa: End of an odyssey.” Terzaghi Oration, Proc., 15th Int. Conf. Soil Mechanics Foundation Engineering, Istanbul, 4, 2979–2996.
Kulhawy, F. H. (1978). “Geomechanical model for rock foundation settlement.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104(2), 211–227.
Kulhawy, F. H., and Carter, J. P. (1992). “Settlement and bearing capacity of foundations on rock masses.” Engineering in Rock Masses, F. G. Bell, ed., Butterworth Heinemann, London, 231-245.
Liu, J. (2004). “Grouting and dewatering in balancing settlement of a building.” Proc., 5th Int. Conf. Case Histories, New York, S. Prakash, ed., CD volume, Paper No. 1.15.
Maffei, C. E., Goncalves, H. H. S., Pimenta, P. M., and Murakami, C. A. (2001). “The plumbing of 2.2° inclined tall building.” Proc., 15th Int. Conf. Soil Mechanics Geotechnical Engineering, Istanbul, 3, 1799–1802.
Makarchian, M., and Poulos, H. G. (1996). “Simplified method for design of underpinning piles.” J. Geotech. Eng., 122(9), 745–751.
Matsui, T. (1993). “Case studies on cast-in-place bored piles and some considerations for design.” Proc. BAP II, Ghent, Balkema, Rotterdam, 77–102.
Merifield, R. S., Sloan, S. W., and Yu, H. S. (1999). “Rigorous plasticity solutions for the bearing capacity of two-layered clays.”Geotechnique49(4), 471–490.
Meyerhof, G. G. (1976). “Bearing capacity and settlement of pile foundations.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 102(3), 195–228.
Meyerhof, G. G., and Sastry, V. V. R. N. (1978). “Bearing capacity of piles in layered soils: Part I & Part II.” Can. Geotech. J., 15(2), 171–189.
Milligan, V. (1997). “Lessons from foundation failures.” Proc., Int. Conf. on Foundation Failures, Singapore, T. W. Hulme and Y. S. Lau, eds., 43–52.
Moh, Z. C. (1994). “Current deep foundation practice in Taiwan and Southeast Asia.” Proc., Int. Conf. on Design and Construction of Deep Foundations, Orlando, FHWA, 1, 236–259.
Mroueh, H., and Shahrour, I. (2002). “Three-dimensional finite element analysis of the interaction between tunneling and pile foundation.” Int. J. Numer. Analyt. Meth. Geomech., 26, 217–230.
O’Neill, M. W. (2001). “Side resistance in piles and drilled shafts.” 34th Terzaghi Lecture, J. Geotech. Geoenviron. Eng., 127(1), 1-16.
O'Neill, M. W., and Hassan, K. M. (1994). “Drilled shafts: Effects of construction on performance and design criteria.” Proc., Int. Conf. Des. Constr. Deep Founds., Orlando, FHWA, 1, 137–187.
O’Neill, M. W., Hawkins, R. A., and Mahar, L. J. (1982). “Load transfer mechanisms in piles and pile groups.” Geotech. Eng., 108(12), 1605–1623.
Pells, P. J. N., Douglas, D. J., Rodway, B., Thorne, C. P., and McMahon, B. R. (1978). “Design loadings for shales and sandstones in the Sydney region.” Austral. Geomechs., G8, 31–39.
Pells, P. J. N., Mostyn, G., and Walker, B. F. (1998). “Foundations on sandstone and shale in the Sydney region.” Austral. Geomechs., 33(3), 17–29.
Petek, K., Felice, C. W., and Holtz, R. D. (2002). “Capacity analysis of drilled shafts with defects.” Deep Foundations 2002, Geot. Spec. Pub. No. 116, Vol. 2, ASCE, Reston, Va., 1120–1135.
Popa, A., Lacatus, F., Rebeleanu, V., and Taria, O. (2001). “Underpinning of buildings by means of jet grouted piles.” Proc., 15th Int. Conf. Soil Mechanics Geotechnical Engineering, Istanbul, 3, 1835–1838.
Poulos, H. G. (1988). “Modified calculation of pile group settlement interaction.” J. Geotech. Eng., 114(6), 697–706.
Poulos, H. G. (1989). “Pile behaviour—Theory and application.” Geotechnique, 39(3), 65–415.
Poulos, H. G. (1993). “Settlement of bored pile groups.” Proc., BAP II, Ghent, Balkema, Rotterdam, 103–117.
Poulos, H. G. (1997). “Behaviour of pile groups with defective piles.” Proc., 14th Int. Conf. Soil Mechanics Foundation Engineering, Hamburg, 2, 871–876.
Poulos, H. G. (1999a). “Approximate computer analysis of pile groups subjected to loads and ground movements.” Int. J. Numer. Analyt. Meth. Geomech., 23, 1021–1041.
Poulos, H. G. (1999b). “Pile defects—Influence on foundation performance.” Keynote Lecture, Proc., 4th Int. Conf. on Deep Foundations, Singapore, CI Premier, 57–69.
Poulos, H. G. (2000). “Pile testing—From the designer’s viewpoint.” Keynote Lecture, Statnamic Loading Test ’98, O. Kusakabe, F. Kuwabara, and T. Matsumoto, eds., Balkema, Rotterdam, 3–21.
Poulos, H. G. (2001). “Piled raft foundations—Design and applications.” Geotechnique, 51(2), 95–113.
Poulos, H. G. (2002). “Prediction of behaviour of piled building foundations due to tunnelling operations.” Proc., 3rd Int. Symp. on Geotechnical Aspects of Tunnelling in Soft Ground, Toulouse, Preprint Volume, 4.55–4.61.
Poulos, H. G. (2003a). “The significance of ground characterisation for foundation deformation prediction.” Geotech. Eng., 3, 125–145.
Poulos, H. G. (2003b). “Analysis of soil extraction for correcting uneven settlement of pile foundations.” Proc., 12th Asian Reg. Conf. Soil Mechanics Geotechnical Engineering, Singapore, C. F. Leung et al., eds., 1, 653–656.
Poulos, H. G. (2004). “Control of settlement and load distribution in pile groups via stiffness inserts.” Proc., Symposium on Recent Developments in Foundation Practice, Center for Research and Professional Development, Hong Kong.
Poulos, H. G., Badelow, F., and Powell, G. (2003). “A theoretical study of constructive application of excavation for foundation correction.” Proc. Int. Conf. on Response of Buildings to Excavation-Induced Ground Movements, London, CIRIA Spec. Pub. 199, F. M. Jardine, ed., 469–484.
Poulos, H. G., Carter, J. P., and Small, J. C. (2002). “Foundations and retaining structures—Research and practice.” State of the Art Lecture, Proc., 15th Int. Conf. Soil Mechanics Foundation Engineering, Istanbul, 4, 2527–2606.
Randolph, M. F. (1994). “Design methods for pile groups and piled rafts.” Proc., 13th Int. Conf. S.M. & Foundation Engineering, 5, 61–82.
Randolph, M. F. (2003). PIGLET. Analysis and design of pile groups, Users’ manual, University of Western Australia, Perth, Australia.
Rao, N. (1996). “Defective piles in clay.” Proc., 6th Int. Conf. & Exhibition on Piling & Deep Foundations, Bombay, paper 4.4.
Reese, L. C. (1978). “Design and construction of drilled shafts.” J. Geotech. Eng. Div., Am. Soc. Civ. Eng., 104(1), 95–116.
Sarhan, H. A., and O’Neill, M. W. (2002). “Aspects of structural design of drilled shafts for flexure”. Deep Foundations 2002, Geot. Spec. Pub. No. 116, Vol. 2, ASCE, Reston, Va., 1151–1165.
Sarhan, H., Tabsh, S. W., O’Neill, M. W., Ata, A., and Ealy, C. (2002). “Flexural behavior of drilled shafts with minor flaws.” Deep Foundations 2002, ASCE Geot. Spec. Pub. No. 116, Vol. 2, ASCE, Reston, Va., 1136–1150.
Tamez, E., Santoyo, E., and Ovando, E. (1997). “Underexcavation of Mexico City’s Metropolitan Cathedral and Sagrarion Church.” Proc., 14th Int. Conf. Soil Mechanics Geotechnical Engineering, Hamburg, Balkema, Rotterdam, 4, 2105–2126.
Teparaksa, W., Thasninapan, N., and Anwar, M. A. (1999). “Base grouting of wet process bored piles in Bangkok subsoils.” Proc., 11th Asian Reg. Conf. Soil Mechanics & Geotechnical Engineering, Seoul, 1, 269–272.
Terzaghi, K. (1936). “Presidential Address.” Proc., 1st Int. Cong. Soil Mechanics Foundation Engineering, Cambridge, Mass., 3, 13–18.
Terzaghi, K. (1951). “The influence of modern soil studies on the design and construction of foundations.” Building Res. Congress, London, Div. 1, Part III, 139–145.
Thorburn, S., and Thorburn, J. Q. (1977). “Review of problems associated with construction of cast-in-place concrete piles.” Report of DOE and CIRIA Piling Devel. Group, CIRIA, London.
Tsai, K. W., Chao, C. S., and Chou, K. T. (1991). “Tilted high-rise building corrected by grouting.” Proc., 11th European Conf. Soil Mechanics Foundation Engineering, Florence, 2, 623–624.
van der Stoel, A. E. C., Haasnoot, J. K., and Essler, R. D. (2003). “Feasibility of compensation grouting of timber pile foundations to mitigate TBM settlements.” Proc. Int. Conf. on Response of Buildings to Excavation-Induced Ground Movements, London, CIRIA Spec. Pub. 199, F. M. Jardine, ed., 613–620.
van Impe, W. F. (1991). “Deformations of deep foundations.” Proc. 10th European Conf. SM & Foundation Engineering, Florence, 3, 1031–1062.
Woo, S. M., and Moh, Z-C. (1990). “Geotechnical characteristics of soils in the Taipei basin.” Proc., 10th Southeast Asian Geotechnical Conf., Taipei, 2, 51–65.
Xu, K. J., and P oulos, H. G. (2000a). “Measured and predicted axial response of piles with diameter discontinuities.” Geotech. Eng., 31(3), 171–191.
Xu, K. J., and Poulos, H. G. (2000b). “General elastic analysis of piles and pile groups.” Int. J. Numer. Analyt. Meth. Geomech., 24, 1109–1138.
Xu, K. J., and Poulos, H. G. (2001).“A general load-settlement analysis of pile groups.” Proc., 5th Int. Conf. on Deep Foundation Practice Incorporating Piletalk, Singapore, CI Premier, Singapore.
Zou, Y. (1996). “Ein neues verfahren zum aufrichten geneigter gebaude.” Bautechnik, 73(7), 437–442.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 131Issue 5May 2005
Pages: 538 - 563

History

Received: Jul 7, 2004
Accepted: Nov 1, 2004
Published online: May 1, 2005
Published in print: May 2005

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Notes

Presented at the GeoSupport 2004 Conference, Orlando, FL.

Authors

Affiliations

Harry G. Poulos, F.ASCE [email protected]
Senior Principal, Coffey Geosciences Sydney Australia & Emeritus Professor of Civil Engineering, Univ. of Sydney, 8/12 Mars Rd. Ln., Cove West, NSW 2066, Australia. E-mail: [email protected]

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