Although field evidence of increases in pile shaft friction over time (i.e. set-up) in sand is compelling, the observations are highly scattered and the mechanisms leading to the increases are poorly understood. Several attempts have been made to model the phenomenon using small-scale physical models in a controlled environment, but the investigations were hampered by numerous restrictions. This paper describes an improved small-scale model pile experiment designed to investigate the ageing effects of pile shaft friction in sand. Details of the experimental set-up adopted and procedures employed are presented. Results show that the phenomenon of pile set-up is successfully modelled and that load–displacement characteristics are in keeping with those observed in centrifuge tests. Although the ageing effects observed in this laboratory-scale physical model may not be directly applicable to field scale piles, comparative studies involving various influential parameters provide qualitative indications of the relative influence of a variety of parameters on the phenomenon.
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June 2014
Research Article|
June 01 2014
Set-up of pile shaft friction in laboratory chamber tests
Jit Kheng Lim, BEng, MEng;
Jit Kheng Lim, BEng, MEng
PhD Student, School of Civil and Resource Engineering, The University of Western Australia, Crawley, WA, Australia
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Barry M. Lehane, BE, MAI, DIC, PhD, CPEng, FIEAust
Barry M. Lehane, BE, MAI, DIC, PhD, CPEng, FIEAust
Professor, School of Civil and Resource Engineering, The University of Western Australia, Crawley, WA, Australia
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Publisher: Emerald Publishing
Received:
December 09 2013
Accepted:
March 06 2014
Online ISSN: 2042-6550
Print ISSN: 1346-213X
ICE Publishing: All rights reserved
2014
International Journal of Physical Modelling in Geotechnics (2014) 14 (2): 21–30.
Article history
Received:
December 09 2013
Accepted:
March 06 2014
Citation
Lim JK, Lehane BM (2014), "Set-up of pile shaft friction in laboratory chamber tests". International Journal of Physical Modelling in Geotechnics, Vol. 14 No. 2 pp. 21–30, doi: https://doi.org/10.1680/ijpmg.13.00017
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