Time-related increases in the shaft capacities of driven piles in sand

Geotechnique

Volumn 47, Issue 2, 1997, Pages 353-361

  Chow, F C ^a   Jardine, R J ^a   Nauroy, J F ^b   Brucy, F ^b  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

^b IFP ENERGIES NOUVELLES   (France)

Author keywords

Case history; Friction; Full scale tests; Piles; Sands; Time dependance

Indexed keywords

AGING OF MATERIALS; BEARING CAPACITY; FRICTION; SHEAR STRESS; SOIL STRUCTURE INTERACTIONS; STEEL STRUCTURES; TENSILE TESTING; UNDERWATER FOUNDATIONS;

OPEN ENDED STEEL PILES;

PILE FOUNDATIONS;

BEARING CAPACITY; CONSOLIDATION; PILE; PORE PRESSURE; SAND; TIME DEPENDENT BEHAVIOUR;

FRANCE, NORD, DUNKIRK;

EID: 0031171517     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1997.47.2.353     Document Type: Article

References (25)

1. Åstedt, B., Weiner, L. & Holm, G. (1992). Increase in bearing capacity with time for friction piles in silt and sand. Proc. Nordic Geotechnical Meeting, pp. 411-416.
2. Brucy, F., Meunier, J. & Nauroy, J.-F. (1991). Behaviour of a pile plug in sandy soils during and after driving. Proc. 23rd Offshore Technology Conf., OTC 6514, pp. 145-154.
3. Bullock, P. & Schmertmann, J. H. (1995). Personal communication.
4. Bustamante, M. (1982). The pile loadingn test in Foundation Engng, Vol. 1, (ed. G. Pilot), Presse de l'ENPC, pp. 263-273.
5. Chow, F. C. (1995). Field measurments of stress interactions between displacement piles in sand. Ground Engng, No. 6, 28, 36-40.
6. Chow, F. C., Jardine, R. J., Brucy, F. & Nauroy, J. F. (1996). The effects of time on the capacity of pipe piles in dense marine sand. Proc. 28th Offshore Technol. Conf., Houston, OTC 7972, pp. 147-160.
7. Chow, F. C. & Jardine, R. J. (1997). Research into the behaviour of displacement piles for offshore foundations. OTH Report, HSE Books, UK, in press.
8. Goble, G. G. & Rausche, F. (1980). Pile drivability predictions by Capwap. Proc. Conf. on Num. Methods in Offshore Piling, ICE, London, pp. 29-36.
9. Holm, G. (1992). Piling in Sweden, Denmark, Norway and Finland. Proc. Conf. on Piling fin Europe, ICE, London, pp. 15-21.
10. Holm, G. & Astedt, B. (1995). Personal communication.
11. Jardine, R. J. & Overy, R. F. (1996). Axial capacity of offshore driven piles in dense sand. Proc. 28th Offshore Technol. Conf., Houston, OTC 7973, pp. 161-170.
12. Kuwano, R. (1996). Laboratory tests on Dunkirk sand. Imperial College Internal Report.
13. Lehane, B. M., Jardine, R. J., Bond, A. J. & Frank, R. (1993). Mechanisms of shaft friction in sand from instrumented pile tests. J. Geotech. Engng, Am. Soc. Civ. Engrs 119, No. 1, 19-35.
14. Lehane, B. M. & Jardine, R. J. (1994). Shaft capacity of driven piles in sand: A sand: A new design approach. Proc. Conf. on Behaviour of Offshore Structures, pp. 23-36.
15. Mitchell, J. K. & Solymar, Z. V. (1984). Time-dependent strength gain in freshly deposited or densified sand. J. Geotech. Engng Am. Soc. Civ. Engrs 110, No. 11, 1159-1576.
16. Ng, E. S., Briaud, J.-L. & Tucker, L. M. (1988). Pile foundation. The behaviour of single pile in cohesionless soils. Federal Highway Administration Report FHWA-RD-88-081.
17. Robinsky, E. I. & Morrison, C. F. (1964). Sand displacement and compaction around model friction piles. Can. Geotech. J. 1, No. 2, 81-93.
18. Samson, L. & Authier, J. (1986). Changes in pile-capcity with time: case histories. Can. Geotech. J. 23, No. 1, 174-180.
19. Schmertmann, J. H. (1991). The mechanical aging of soils. 25th Terzaghi Lecture, J. Geotech. Engng. Am. Soc. Civ. Engrs. 117, No. 9, 1288-1330.
20. Seidel, J. P., Haustorfer, I. J. & Plesiotis, S. (1988). Comparison of dynamic and static testing for piles founded into limestone. Proc. 3rd Int. Conf. on App. Stress-wave Theory to Piles, Ottawa, pp. 717-723.
21. Skov, R. & Denver, H. (1988). Time-dependence of bearing capacity of piles. Proc. 3rd Int. Conf. on App. Stress-wave Theory to Piles, Ottawa, pp. 879-888.
22. Svinkin, M. R., Morgano, C. M. & Morvant, M. (1994). Pile capacity as a function of time in clayey and sandy soils. Proc. 5th Int. Conf. on Piling and Deep Fudns, Bruges, Paper 1.11.
23. Tavenas, F. A. & Audy, R. (1972). Limitations of the driving formulas for predicting bearing capacities of piles in sand. Can. Geotech. J. 9, No. 1, 47-62.
24. Van Impe, W. F. (1995). Personal communication.
25. York, D. L., Brusey, W. G., Clemente, F. M. & Law, S. K. (1994). Set-up and relaxation in glacial sand. J. Geotech. Engng Am. Soc. Civ. Engrs 120, No. 9, 1498-1513.