Pile Design and Construction Practice, Fifth edition

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4.11SKEMPTON, A. W. Cast in-situ bored piles in London Clay, Geotechnique, Vol. 9, No. 4, 1959,
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4.13KRAFT, L. M. and LYONS, C. G. Ultimate axial capacity of grouted piles, Proceedings of the 6th
Annual Offshore Technology Conference, Houston, 1974, pp. 485–99.
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4.15BJERRUM, L. Problems of soil mechanics and construction in soft clay, Proceedings of the 8th
International Conference, ISSMFE.Moscow, Vol. 3, 1973, pp. 150–7.
4.16TAYLOR, P. T. Age effect on shaft resistance and effect of loading rate on load distribution of bored
piles, PhD Thesis, University of Sheffield, October 1966.
4.17BALLISAGER, C. C. Bearing capacity of piles in Aarhus Septarian Clay, Danish Geotechnical
Institute, Bulletin No. 7, 1959, pp. 14–19.
4.18PECK, R. B., HANSON, W. E., AND THORNBURN, T. H.Foundation Engineering, 2nd edn, John Wiley,
New York, 1974.
4.19DURGONOGLU, H. T. and MITCHELL, J. K. Static penetration resistance of soils, Proceedings of the
Conference on in-situ Measurement of Soil Properties, American Society of Civil Engineers,
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4.20VESIC, A. S. Design of pile foundations, NCHRP Synthesis 42, Transportation Research Board,
Washington, DC, 1977.
4.21BEREZANTSEV, V. G.et al. Load bearing capacity and deformation of piled foundations,
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4.22KULHAWY, F. H. Limiting tip and side resistance, fact or fallacy, Symposium on Analysis and
Design of Pile Foundations, American Society of Civil Engineers, San Francisco, 1984,
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4.24HIGHT, D. W., LAWRENCE, D. M., FARQUHAR G. B., and POTTS, D. M. Evidence for scale effects in the
end bearing capacity of open-end piles in sand, Proceedings of the 28th Offshore Technology
Conference, Houston, OTC 7975, 1996, pp. 181–92.
4.25MEIGH, A. C. Cone penetration testing, CIRIA-Butterworth, 1987.
4.26TE KAMP, W. C. Sondern end funderingen op palen in zand, Fugro Sounding Symposium, Utrecht, 1977.
4.27DE GIJT, J. G. and BRASSINGA, H. E. Ontgraving beÏnvlodet de conusweerstand, Land and Water,
Vol. 1.2, January 1992, pp. 21–5.
4.28BROUG, N. W. A. The effect of vertical unloading on cone resistance qc, a theoretical analysis and
a practical confirmation, Proceedings First International Geotechnical Seminar on Deep
Foundations on Bored and Auger Piles, ed. Van Impe, Balkema, Rotterdam, 1988, pp. 523–30.
4.29HEIJNEN, W. J. Tests on Frankipiles at Zwolle, Netherlands, La technique des Travaux, No. 345,
January/February 1974, pp. I–XIX.
4.30JARDINE, R., CHOW, F. C., OVERY, R., and STANDING, J.ICP Design Methods for Driven Piles in Sands
and Clays, Thomas Telford, London, 2005.
4.31 American Petroleum Institute, RP2A-WSD, Recommended practice for planning, designing and
constructing fixed offshore platforms – Working stress design, 20th ed, Washington, 1993.
4.32CHOW, F. C. Investigations into displacement pile behaviour for offshore foundations, PhD Thesis,
Imperial College, London, 1997.
4.33TAPPIN, R. G. R., van DUIVANDIJK., and HAQUE, M. The design and construction of Jamuna Bridge,
Bangladesh, Proceedings of the Institution of Civil Engineers, Vol. 126, 1998, pp. 162–80.
4.34TOMLINSON, M. J. Discussion, British Geotechnical Society Meeting, 1996, Ground Engineering,
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Resistance of piles to compressive loads 221
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