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

Author:

Lam Carlos1,Jefferis Stephan A.2

Affiliation:

1. Lecturer in Geotechnical Engineering, School of Mechanical, Aerospace, and Civil Engineering, Univ. of Manchester, Manchester M13 9PL, U.K. (corresponding author).

2. 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.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Reference31 articles.

1. 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.

2. 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.

3. BSI (British Standards Institution). (2010a). “Execution of special geotechnical work—Bored piles.” BS EN 1536 London.

4. BSI (British Standards Institution). (2010b). “Execution of special geotechnical work—Diaphragm walls.” BS EN 1538 London.

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