178
Views
2
CrossRef citations to date
0
Altmetric
Original Articles

Estimation of long-term set-up of driven piles in sand

&
Pages 281-296 | Received 08 Feb 2018, Accepted 05 Jul 2019, Published online: 24 Jul 2019

References

  • Alawneh, A.S., 1999. Tension piles in sand: a method including degradation of shaft friction during driving. Transportation Research Record No. 1663, National Research Council, Washington, D. C., Paper No. 99-0092, pp. 41–49.
  • Alawneh, A.S., Nusier, O.K., and Awamleh, M.S., 2009. Time dependent capacity increase for driven pile in cohesionless Soil. Jordan Journal of Civil Engineering, 3 (1), 1–31.
  • American Petroleum Institute (API), 2006. Recommended practice for planning, designing and constructing fixed offshore platforms-Working stress design. Washington, DC: API RP2A, API.
  • Åstedt, B., Weiner, L., and Holm, G., 1992. Increase in bearing capacity with time for friction piles in silt and sand. In: Proc. of nordic geotech. Meeting, Aalborg, Denmark, p. 411–416.
  • Axelsson, G., 1998. Long-term set-up of driven piles in noncohesive soils evaluated from dynamic tests on penetration rods. In: P.K. Robertson and P.W. Mayne, eds. Proc. 1st Int. Conf. on ‘Site characterization’; Brookfield, VT, Balkema. 2, 895–900
  • Axelsson, G., 2000a. Long-term set-up of driven piles in sand. Ph.D. Thesis. Kungl Tekniska Högskolan (Royal Institute of Technology), Stockholm, Sweden.
  • Axelsson, G., 2000b. Set-up of driven Piles in sand – the effect of constrained diltancy during loading. Proceedings of the International Conference on geotechnical and geotechnical engineering. Melbourne, Australia: GeoEng.
  • Bea, R.G., et al., 1999. Evaluation of reliability of platform pile foundations. Journal of Geotechnical and Geoenvironmental Engineering, 125 (8), 696–704. doi:10.1061/(ASCE)1090-0241(1999)125:8(696)
  • Bowman, E.T., 2002. Ageing and creep of dense granular materials. PhD, Engineering Department. Cambridge University.
  • Bowman, E.T. and Soga, K., 2005. Mechanisms of setup of displacement piles in sand: laboratory creep tests. Canadian Geotechnical Journal, 42 (5), 1391–1407. doi:10.1139/t05-063
  • Bullock, P.J., et al., 2005a. Side shear setup. I: test piles driven in Florida. Journal of Geotechnical and Geoenvironmental Engineering, 131 (3), 292–300. doi:10.1061/(ASCE)1090-0241(2005)131:3(292),
  • Bullock, P.J., et al., 2005b. Side shear setup. II: results from Florida test piles. Journal of Geotechnical and Geoenvironmental Engineering, 131 (3), 301–310. doi:10.1061/(ASCE)1090-0241(2005)131:3(301),
  • Chen, C.S., Liew, S.S., and Tan, Y.C., 1999. Time effects on the bearing capacity of driven piles. In: Hong et al., Eds. 11th Asian Regional Conference on Soil Mechanics and Geotechnical Engineering, Balkema, Rotterdam. 175–178.
  • Chow, F.C., 1997. Investigations into displacement pile behaviour for offshore foundations. PhD thesis. Imperial College, London, UK.
  • Chow, F.C., et al., 1998. Effects of time on capacity of pipe piles in dense marine sand. Journal of Geotechnical and Geoenvironmental Engineering, 124 (3), 254–264. doi:10.1061/(ASCE)1090-0241(1998)124:3(254)
  • Daramola, O., 1980. Effect of consolidation age on stiffness of sand. Geotechnique, 30 (2), 213–216. doi:10.1680/geot.1980.30.2.213
  • De Nicola, A. and Randolph, M.F., 1993. Tensile and compressive shaft capacity of piles in sand. Journal of Geotechnical Engineering, 119 (12), 1952–1973. doi:10.1061/(ASCE)0733-9410(1993)119:12(1952)
  • Gavin, K.G., Igoe, D.J.P., and Kirwan, L., 2013. The effect of ageing on the axial capacity of piles in sand. Proceedings of the ICE-Geotechnical Engineering, 166 (2), 122–130. doi:10.1680/geng.12.00064
  • Hanna, T.H. and Tan, R.H.S., 1973. The behavior of long piles under compressive loads in sand. Canadian Geotechnical Journal, 10 (3), 311–340. doi:10.1139/t73-030
  • Heerema, E.P., 1980. Predicting pile driveability: heather as an illustration of the friction fatigue theory. Ground Engineering, 13 (3), 15–37.
  • Jardine, R.J., Bond, A.J., and Lehane, B.M., 1992. Field Experiments with Instrumented Piles In Clays And Sands. London, Piling: European Practice and Worldwide Trends, Publisher: ICE, 59–66.
  • Jardine, R.J., Standing, J.R., and Chow, F.C., 2006. Some observations of the effects of time on the capacity of piles driven in sand. Geotechnique, 56 (4), 227–244. doi:10.1680/geot.2006.56.4.227
  • Joshi, R.C., et al., 1995. Effect of aging on the penetration resistance of sands. Canadian Geotechnical Journal, 32 (5), 767–782. doi:10.1139/t95-075
  • Karlsrud, K., et al., 2014. Significant ageing effects for axially loaded piles in sand and clay verified by new field load tests. Offshore Technology Conference, Houston. doi:10.4043/25197-MS.
  • Kulhawy, F.H. and Mayne, P.W., 1990. Manual on estimating soil properties for foundation design (No. EPRI-EL-6800). Palo Alto, CA: Electric Power Research Institute; Ithaca, NY: Cornell University, Geotechnical Engineering Group.
  • Lehane, B.M., et al., 1993. Mechanisms of shaft friction in sand from instrumented pile tests. Journal of Geotechnical Engineering, 119 (1), 19–35. doi:10.1061/(ASCE)0733-9410(1993)119:1(19)
  • Lim, J.K. and Lehane, B., 2015. Time effects on shaft capacity of jacked piles in sand. Canadian Geotechnical Journal, 52 (11), 1830–1838. doi:10.1139/cgj-2014-0463
  • Long, J.H., Kerrigan, J.A., and Wysockey, M.H., 1999. Measured time rffects for axial capacity of driven piling. Transportation research record 1663, Paper no. 99–1183, p. 8–15.
  • Mayne, P.W. and Kulhawy, F.H., 1982. Ko- OCR Relationships in Soil. Journal of the Soil Mechanics and Foundations Division, 108 (6), 851–872.
  • Mesri, G., Feng, T.W., and Benak, J.M., 1990. Postdensification penetration resistance of clean sands. Journal of Geotechnical Engineering, 116 (7), 1095–1115. doi:10.1061/(ASCE)0733-9410(1990)116:7(1095)
  • Mitchell, J.K. and Solymar, Z.V., 1984. Time-dependent strength gain in freshly deposited or densified sand. Journal of Geotechnical Engineering, 110 (11), 1559–1576. doi:10.1061/(ASCE)0733-9410(1984)110:11(1559)
  • Paikowsky, S.G., Hajduk, E.L., and Hart, L.J., 2005. Comparison between model and full scale pile capacity gain in the boston area. Proceedings of Geo-Frontiers 2005, Austin, TX.
  • Rimoy, S., 2013. Ageing and axial cyclic loading studies of displacement piles in sands. PhD thesis. Imperial College London, UK.
  • Rimoy, S.P. and Jardine, R.J., 2015. Driven piles’ axial capacity ageing trends and mechanisms in silica sands. Proceedings of the international symposium on frontiers in offshore geotechnics, (ISFOG) Oslo.
  • Rimoy, S., et al., 2015. Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands. Géotechnique, 65 (7), 576–589.
  • Schmertmann, J.H., 1991. The mechanical aging of soils. 25th terzaghi lecture, journal of geotechnical engineering. ASCE, 117, 1288–1330.
  • Skov, R. and Denver, H., 1988. Time-dependence of bearing capacity of piles. In: Proceedings of the Third International Conference on the Application of Stress-Wave Theory to Piles, May, Ottawa, ON, p. 25–27.
  • Svinkin, M.R., 1996. Setup and relaxation in glacial sand-discussion. Journal of Geotechnical Engineering, 122 (4), 319–321. doi:10.1061/(ASCE)0733-9410(1996)122:4(319.2)
  • Tavenas, F. and Audy, R., 1972. Limitations of the driving formulas for predicting the bearing capacities of piles in sand. Canadian Geotechnical Journal, 9 (1), 47–62. doi:10.1139/t72-004
  • Uesugi, M., Kishida, H., and Tsubakihara, Y., 1988. Behavior of sand particles in sand-steel friction. Soils and Foundations, 28 (1), 107–118. doi:10.3208/sandf1972.28.107
  • Vesic, A.S., 1970. Tests on instrumented piles, Ogeechee river site. Journal of Soil Mechanics and Foundation Division, ASCE, 96 (2), 561–584.
  • White, D.J., Schneider, J.A., and Lehane, B.M. 2005. The influence of effective area ratio on shaft friction of displacement piles in sand, Proc., ISFOG, Perth.
  • White, D.J. and Zhao, Y., 2006. A model-scale investigation into ‘set-up’ of displacement piles in sand. In: Proceedings of the 6th International Conference on Physical Modelling in Geotechnics, August, Hong Kong. London, UK: Taylor & Francis, p. 889–894.
  • York, D.L., et al., 1994. Setup and relaxation in glacial sand. Journal of Geotechnical Engineering, 120 (9), 1498–1513. doi:10.1061/(ASCE)0733-9410(1994)120:9(1498)

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.