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Technical Papers
Apr 17, 2015

Performance of Bored Piles Constructed Using Polymer Fluids: Lessons from European Experience

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Publication: Journal of Performance of Constructed Facilities
Volume 30, Issue 2

Abstract

Solutions of synthetic water-soluble polymers have been used for the construction of bored piles (drilled shafts) since the early 1990s. These engineered fluids are very different from conventional bentonite slurries but there is currently a serious lack of industry guidance. Despite their advantages over bentonite, performance issues have arisen in the past and foundation engineers remain wary of their use. To help practicing engineers avoid past pitfalls and to promote best practice, this paper presents a critical reappraisal of selected European case histories of bored piles constructed using polymer fluids. A collective reassessment is necessary in order to provide an overall picture of the situation as individual cases may show conflicting results. It is found that the completed piles can have excellent load–movement characteristics if polymer behavior is understood and respected. Conversely, excavation instability, structural defects, and poor pile performance can result if the special properties of these fluids are not fully appreciated and as a result they are not properly maintained. The findings presented in this paper will be useful for consultants and contractors when designing and constructing piles and diaphragm walls utilizing polymer fluids in the future.

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Acknowledgments

The case histories discussed in this paper were studied as part of research projects funded by the U.K. Engineering and Physical Sciences Research Council (EPSRC) under Grants EP/H50026X/1 (Knowledge Transfer Secondment) and EP/K503782/1 (Impact Acceleration Account). Mr. Giancarlo Guadagnini (ENSER S.r.l.) provided additional information on the Vasco Da Gama Bridge project. Messrs. Duncan Nicholson (Arup) and John Crack (Canary Wharf Contractors Ltd.) permitted use of previously unpublished data collected for the Canary Wharf BP1 project. Constructive comments on the draft were given by peer reviewers.

References

AASHTO. (2010). LRFD bridge construction specifications, 3rd Ed., Washington, DC.
Beresford, J. J., Cashman, P. M., and Hollamby, R. G. (1989). “The merits of polymeric fluids as support slurries.” Proc., Third Int. Conf. on Deep Foundations, Vol. 1, Balkema, Rotterdam, Netherlands, 3–10.
Berkovitz, B. C., and Long, C. S. (1995). “Use of polymer slurries for drilled shaft construction.” Proc., 31st Symp. on Engineering Geology and Geotechnical Engineering, Idaho State Univ., Pocatello, ID, 17–23.
BSI (British Standards Institution). (2010a). “Execution of special geotechnical work—Bored piles.”, London.
BSI (British Standards Institution). (2010b). “Execution of special geotechnical work—Diaphragm walls.”, London.
Bustamante, M., Gianeselli, L., Boato, R., and Conedera, A. (1998). “Performance of polymer slurries in large diameter bored pile.” Proc., Third Int. Seminar on Deep Foundations on Bored and Auger Piles, Balkema, Rotterdam, Netherlands, 119–127.
Corbet, S. P., Culley, D. S., Sherwood, D. E., and Cockroft, J. E. M. (1991). “Testing and analysis of preliminary test piles in very weak chalk.” Proc., Fourth Int. Conf. on Piling and Deep Foundations, Balkema, Rotterdam, Netherlands, 57–63.
Day, S. R., O’Hannesin, S. F., and Marsden, L. (1999). “Geotechnical techniques for the construction of reactive barriers.” J. Hazard. Mater., 67(3), 285–297.
Duann, S. W., Chen, M. S., Seah, T. H., and Fujita, M. (2004). “Optimization of pile foundation design through full-scale pile load tests in Taiwan high speed rail project.” Proc., 15th Southeast Asian Geotechnical Society Conf., Southeast Asian Geotechnical Society, Bangkok, Thailand, 223–230.
FPS (Federation of Piling Specialists). (2006). Bentonite support fluids in civil engineering, 2nd Ed., Kent, U.K.
Guadagnini, G. (2001). “L’organizzazione di prove di carico sup ali in alveo—L’esempio del ponte Vasco de Gama a Lisbona.” INARCOS, 622, 469–477 (in Italian).
ICE (Institution of Civil Engineers). (2007). ICE specification for piling and embedded retaining walls, 2nd Ed., Thomas Telford, London.
Jefferis, S. A., and Lam, C. (2013). “Polymer support fluids: Use and misuse of innovative fluids in geotechnical works.” Proc., 18th Int. Conf. on Soil Mechanics and Geotechnical Engineering, Presses des Ponts, Paris, 3219–3222.
Jones, A. E. K., and Holt, D. A. (2004). “Design of laps for deformed bars in concrete under bentonite and polymer drilling fluids.” Struct. Eng., 82(18), 32–38.
KB Technologies. (2000). A SlurryPro CDP case history—Vasco da Gama Bridge, Lisbon, Portugal, KB Int., Chattanooga, TN.
Lam, C. (2011). “Properties and applications of polymer support fluids in geotechnical engineering.” Ph.D. thesis, Univ. of Oxford, Oxford, U.K.
Lam, C., Jefferis, S. A., and Martin, C. M. (2014a). “Effects of polymer and bentonite support fluids on concrete-sand interface shear strength.” Géotechnique, 64(1), 28–39.
Lam, C., Jefferis, S. A., and Suckling, T. P. (2014b). “Construction techniques for bored piling in sand using polymer fluids.” Proc. Inst. Civ. Eng. Geotech., 167(6), 565–573.
Lam, C., Martin, P. J., and Jefferis, S. A. (2015). “Rheological properties of PHPA polymer support fluids.” J. Mater. Civ. Eng., 04015021.
Lam, C., Martin, P. J., Jefferis, S. A., and Goodhue, K. G., Jr. (2014c). “Determination of residual concentration of active polymer in a polymeric support fluid.” Geotech. Test. J., 37(1), 46–59.
Lam, C., Troughton, V., Jefferis, S., and Suckling, T. (2010). “Effect of support fluids on pile performance—A field trial in east London.” Ground Eng., 43(10), 28–31.
Lennon, D. J., Ritchie, D., Parry, G. O., and Suckling, T. P. (2006). “Piling projects constructed with vinyl polymer support fluid in Glasgow, Scotland.” Proc., 10th Int. Conf. on Piling and Deep Foundations, Deep Foundations Institute, Hawthorne, NJ, 499–506.
Lesemann, H. (2010). “Anwwndung polymerer Stützflüssigkeiten bei der Herstellung von Bohrpfählen und Schlitzwänden.” Ph.D. thesis, Technical Univ. Munich, Munich, Germany (in German).
Lord, J. A., Clayton, C. R. I., and Mortimore, R. N. (2002). “Engineering in chalk.”, London.
Manuel Correia, R., and Sêco e Pinto, P. S. (1999). “The Vasco de Gama Bridge over the River Tagus in Lisbon—Main geotechnical aspects.” Proc., 12th European Conf. on Soil Mechanics Geotechnical Engineering, Balkema, Rotterdam, Netherlands, 447–458.
Schwarz, J., and Lange, U. (2004). “Brückengründung mit 70m tiefen flüssigkeitsgestützten gebohrten Pfählen in Benin/Afrika.” Proc., 19th Christian Veder Kolloquium, Technical Univ. Graz, Graz, Austria, 73–89 (in German).
Sêco e Pinto, P. S., and Oliveira, R. (1998). “A recent difficult foundation problem: The case of the new Tagus Bridge.” Proc., Fourth Int. Conf. on Case Histories in Geotechnical Engineering, Missouri Univ. of Science and Technology, Rolla, MO, 188–209.
Thasnanipan, N., Baskaran, G., and Anwar, M. A. (1998). “Effect of construction time and bentonite viscosity on shaft capacity of bored piles.” Proc., 3rd Int. Geotechnical Seminar on Deep Foundations on Bored and Auger Piles, Balkema, Rotterdam, Netherlands, 171–177.
Troughton, V. (1992). “The design and performance of foundations for the Canary Wharf development in London Docklands.” Géotechnique, 42(3), 381–393.
Veder, C. (1953). “Method for the construction of impermeable diaphragms at great depth by means of thixotropic muds.” Proc., 3rd Int. Conf. of Soil Mechanics and Foundations Engineering, 91–94 (in French).
Wheeler, P. (2003). “Piles unlock polymer potential.” European Found., 8–9.

Information & Authors

Information

Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 30Issue 2April 2016

History

Received: Jul 28, 2014
Accepted: Jan 19, 2015
Published online: Apr 17, 2015
Discussion open until: Sep 17, 2015
Published in print: Apr 1, 2016

Authors

Affiliations

Lecturer in Geotechnical Engineering, School of Mechanical, Aerospace, and Civil Engineering, Univ. of Manchester, Manchester M13 9PL, U.K. (corresponding author). E-mail: [email protected]
Stephan A. Jefferis [email protected]
Director, Environmental Geotechnics Ltd., Adderbury, Banbury OX17 3EN, U.K.; and Visiting Professor, Dept. of Engineering Science, Univ. of Oxford, Oxford OX1 3PJ, U.K. E-mail: [email protected]

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