Setup of axial bearing capacity of open ended tubular steel piles driven in sand

[1]Augustesen, A., Andersen, L., Sørensen, C.S. (2005). Capacity of Piles in Sand. Published in: Department of Civil Engineering, Aalborg University, Denmark, Internal report, ISSN: 1398-6465 R0519.AugustesenA.AndersenL.SørensenC.S.2005Capacity of Piles in SandPublished in: Department of Civil Engineering, Aalborg UniversityDenmarkInternal report, ISSN: 1398-6465 R0519.Search in Google Scholar

[2]Augustesen, A., Andersen, L., Sørensen, C.S. (2006). Assessment of Time Functions for Piles Driven in Clay. Published in: Department of Civil Engineering, Aalborg University, Denmark, DCE Technical Memorandum No.1, ISSN: 1901–7278.AugustesenA.AndersenL.SørensenC.S.2006Assessment of Time Functions for Piles Driven in ClayPublished in: Department of Civil Engineering, Aalborg UniversityDenmarkDCE Technical Memorandum No.1, ISSN: 1901–7278.Search in Google Scholar

[3]Axelsson, G. (2000). Long-Term Set-Up of Driven Piles in Sand. No. TRITA-AMI PHD 1035 ISSN 1400-1284 ISRNKTH/AMI/PHD--1035--SE).AxelssonG.2000Long-Term Set-Up of Driven Piles in SandNo. TRITA-AMI PHD 1035 ISSN 1400-1284 ISRNKTH/AMI/PHD--1035--SE).Search in Google Scholar

[4]Boulon, M., Foray, P. (1986) Physical and numerical simulation of lateral shaft friction of offshore piles in sand. Proceedings of the 3rd International Conference on Numerical Methods in Offshore Piling, Nantes, France, pp. 127–148.BoulonM.ForayP.1986Physical and numerical simulation of lateral shaft friction of offshore piles in sandProceedings of the 3rd International Conference on Numerical Methods in Offshore PilingNantes, France127148Search in Google Scholar

[5]Bhushan, K. (2004). Design and Installation of Large Diameter Pipe Piles for LAXT Wharf. Geotech. Spec. Publ. Pract. Future Trends Deep Found. 125, pp. 370–389.BhushanK.2004Design and Installation of Large Diameter Pipe Piles for LAXT WharfGeotech. Spec. Publ. Pract. Future Trends Deep Found.12537038910.1061/40743(142)21Search in Google Scholar

[6]Bowman, E.T., Soga, K., 2005. Mechanisms of setup of displacement piles in sand: laboratory creep tests. Can. Geotech. J. 42, 1391–1407.BowmanE.T.SogaK.2005Mechanisms of setup of displacement piles in sand: laboratory creep testsCan. Geotech. J.421391140710.1139/t05-063Search in Google Scholar

[7]Bullock, P. J., Schmertmann, J. H., McVay, M. C., Townsend, F. C. (2005). Side shear setup. I: Test Piles Driven in Florida. Geotechnical and Geoenvironmental Engineering, 131(3), pp. 292–300.BullockP. J.SchmertmannJ. H.McVayM. C.TownsendF. C.2005Side shear setup. I: Test Piles Driven in FloridaGeotechnical and Geoenvironmental Engineering131329230010.1061/(ASCE)1090-0241(2005)131:3(292)Search in Google Scholar

[8]Bullock, P. J., Schmertmann, J. H., McVay, M. C., Townsend, F. C. (2005). Side shear setup. II: Test Piles Driven in Florida. Geotechnical and Geoenvironmental Engineering, 131(3), pp. 301–310.BullockP. J.SchmertmannJ. H.McVayM. C.TownsendF. C.2005Side shear setup. II: Test Piles Driven in FloridaGeotechnical and Geoenvironmental Engineering131330131010.1061/(ASCE)1090-0241(2005)131:3(301)Search in Google Scholar

[9]Chow, F.C., Jardine, R.J., Brucy, F., Nauroy, J.F., 1998. Effects of time on capacity of pipe piles in dense marine sand. J. Geotech. Geoenvironmental Eng. 124, 254–264.ChowF.C.JardineR.J.BrucyF.NauroyJ.F.1998Effects of time on capacity of pipe piles in dense marine sandJ. Geotech. Geoenvironmental Eng.12425426410.4043/7972-MSSearch in Google Scholar

[10]Ciavaglia, F., Carey, J., Diambra, A. (2017). Time-dependent uplift capacity of driven piles in low to medium density chalk. Géotechnique Letters, 7(1), pp. 90–96.CiavagliaF.CareyJ.DiambraA.2017Time-dependent uplift capacity of driven piles in low to medium density chalkGéotechnique Letters71909610.1680/jgele.16.00162Search in Google Scholar

[11]Gavin, K., Jardine, R., Karlsrud, K., Lehane, B. (2015). The effects of pile aging on the shaft capacity of offshore piles in sand. Proc. Frontiers in offshore geotechnics III, ISBN 9781138028487 - CAT# K26766GavinK.JardineR.KarlsrudK.LehaneB.2015The effects of pile aging on the shaft capacity of offshore piles in sandProc. Frontiers in offshore geotechnics III, ISBN 9781138028487 - CAT# K26766Search in Google Scholar

[12]Jardine, R.J., and Standing, J.R. 1999. Pile load testing performed for HSE cyclic loading study at Dunkirk, France. Vol. 1. UK. Health and Safety Executive, London, UK. Offshore Technology Report OTO 2000 007.JardineR.J.StandingJ.R.1999Pile load testing performed for HSE cyclic loading study at Dunkirk, France1UK. Health and Safety ExecutiveLondon, UKOffshore Technology Report OTO 2000 007.Search in Google Scholar

[13]Jardine, R., Chow, F., Overy, R., Standing, J., 2005. ICP design methods for driven piles in sands and clays. Thomas Telford.JardineR.ChowF.OveryR.StandingJ.2005ICP design methods for driven piles in sands and claysThomas Telford10.1680/idmfdpisac.32729Search in Google Scholar

[14]Jardine, R.J., Standing, J.R., Chow, F.C., 2006. Some observations of the effects of time on the capacity of piles driven in sand. Géotechnique 56, 227–244.JardineR.J.StandingJ.R.ChowF.C.2006Some observations of the effects of time on the capacity of piles driven in sandGéotechnique5622724410.1680/geot.2006.56.4.227Search in Google Scholar

[15]Jardine, R.J., Zhu, B.T., Foray, P., Yang, Z.X. 2013. Measurement of stresses around closed-ended displacement piles in sand. Géotechnique 63,1, 1–17.JardineR.J.ZhuB.T.ForayP.YangZ.X.2013Measurement of stresses around closed-ended displacement piles in sandGéotechnique63111710.1680/geot.9.P.137Search in Google Scholar

[16]Kirsch, F., von Bargen, M., 2012. Offshore Windpark Nordsee Ost - Sichere Grundung bei Wind und Welle. Presented at the Baugrundtagung Mainz.KirschF.von BargenM.2012Offshore Windpark Nordsee Ost - Sichere Grundung bei Wind und WellePresented at the Baugrundtagung MainzSearch in Google Scholar

[17]Karlsrud, K., Haugen, T. (1985). Axial static capacity of steel model piles in overconsolidated clays. Proc., 11th int. conf. on Soil Mechanics and Foundation Engineering, Balkema, Brookfield, Vt, 3, pp. 1401–1406.KarlsrudK.HaugenT.1985Axial static capacity of steel model piles in overconsolidated claysProc., 11th int. conf. on Soil Mechanics and Foundation EngineeringBalkema, Brookfield, Vt, 314011406Search in Google Scholar

[18]Kolk, H., Vergobbi, P., Baaijens, A., 2005. Results from axial load tests on pipe piles in very dense sands: the EURIPIDES JIP, in: Frontiers in Offshore Geotechnics: ISFOG 2005.KolkH.VergobbiP.BaaijensA.2005Results from axial load tests on pipe piles in very dense sands: the EURIPIDES JIPin: Frontiers in Offshore Geotechnics: ISFOG 2005.10.1201/NOE0415390637.ch73Search in Google Scholar

[19]Rücker, W., Baessler, M., Cuellar, P., Georgi, S., Richter, T., Kirsch, F., Savidis, S., Tasan, E., 2012. Anwendungsorientiertes Bemessungs- und Überwachungsmodell für Pfahlgründungen von Offshore-Windenergieanlagen unter zyklischer Belastung.RückerW.BaesslerM.CuellarP.GeorgiS.RichterT.KirschF.SavidisS.TasanE.2012Anwendungsorientiertes Bemessungs- und Überwachungsmodell für Pfahlgründungen von Offshore-Windenergieanlagen unter zyklischer BelastungSearch in Google Scholar

[20]Lehane, B.M., Jardine, R.J., Bond, A.J., Frank, R. (1993). Mechanisms of shaft friction in sand from instrumented pile tests. Journal of Geotechnical Engineering 119 (1), 19–35.LehaneB.M.JardineR.J.BondA.J.FrankR.1993Mechanisms of shaft friction in sand from instrumented pile testsJournal of Geotechnical Engineering1191193510.1061/(ASCE)0733-9410(1993)119:1(19)Search in Google Scholar

[21]Mitchell, J. K. (1986). Practical problems from surprising soil behavior. J. Geotech. Engrg., ASCE, 112(3), 259–289.MitchellJ. K.1986Practical problems from surprising soil behaviorJ. Geotech. Engrg., ASCE112325928910.1061/(ASCE)0733-9410(1986)112:3(255)Search in Google Scholar

[22]Mitchell, J.K., and Solymar, Z.V. 1984. Time-dependent strength gain in freshly deposited or densified sand. Journal of Geotechnical Engineering, ASCE, 110(11): 1559–1576.MitchellJ.K.SolymarZ.V.1984Time-dependent strength gain in freshly deposited or densified sandJournal of Geotechnical Engineering, ASCE110111559157610.1061/(ASCE)0733-9410(1984)110:11(1559)Search in Google Scholar

[23]Schmertmann, J.H., 1991. The mechanical aging of soils. ASCE J. Geotech. Eng. 117 (9), 1288–1330.SchmertmannJ.H.1991The mechanical aging of soilsASCE J. Geotech. Eng.11791288133010.1061/(ASCE)0733-9410(1991)117:9(1288)Search in Google Scholar

[24]Ng, E.S., Tsang, S.K., and Auld, B.C. 1988. Pile foundation: the behavior of piles in cohesionless soils. Federal Highway Administration, Washington, D.C. Report FHWA-RD-88–081.NgE.S.TsangS.K.AuldB.C.1988Pile foundation: the behavior of piles in cohesionless soilsFederal Highway AdministrationWashington, D.C.Report FHWA-RD-88–081.Search in Google Scholar

[25]Ng, N., Berner, P., and Covil, C. 1998. The ageing effects of sands. Ground Engineering, 10(Suppl.): 21.NgN.BernerP.CovilC.1998The ageing effects of sandsGround Engineering10Suppl.21Search in Google Scholar

[26]Shioi, Y., Yoshida, O., Meta, T., Homma, M., 1992. Estimation of bearing capacity of steel pipe pile by static loading and stresswave theory (Trans-Tokyo Bay Highway). Presented at the Application of stress-wave theory to piles, pp. 325–330.ShioiY.YoshidaO.MetaT.HommaM.1992Estimation of bearing capacity of steel pipe pile by static loading and stresswave theory (Trans-Tokyo Bay Highway)Presented at the Application of stress-wave theory to piles32533010.1201/9781315137544-46Search in Google Scholar

[27]Skov, R., Denver, H., 1988. Time-dependence of bearing capacity of piles, in: Proc. Third International Conference on the Application of Stress-Wave Theory to Piles. Ottawa. pp. 25–27.SkovR.DenverH.1988Time-dependence of bearing capacity of pilesin:Proc. Third International Conference on the Application of Stress-Wave Theory to PilesOttawa2527Search in Google Scholar

[28]Svinkin, M.R., Skov, R. (2000).Set-up effect of cohesive soils in pile capacity. In:The 6th International Conference on Application of Stress-wave Theory to Piles. Sao Paulo, Brazil, pp.107–111.SvinkinM.R.SkovR.2000Set-up effect of cohesive soils in pile capacityIn:The 6th International Conference on Application of Stress-wave Theory to PilesSao Paulo, Brazil107111Search in Google Scholar

[29]Thomann, T.G., and Hryciw, R.D. 1992. Stiffness and strength changes in cohesionless soils due to disturbance. Canadian Geotechnical Journal, 29(5): 853–861.ThomannT.G.HryciwR.D.1992Stiffness and strength changes in cohesionless soils due to disturbanceCanadian Geotechnical Journal29585386110.1139/t92-092Search in Google Scholar

[30]White, D.J., Zhao, Y., 2006. A model-scale investigation into “set-up” of displacement piles in sand, in: Proceedings of the Sixth International Conference on Physical Modelling in Geotechnics—6th ICPMG. pp. 889–894.WhiteD.J.ZhaoY.2006A model-scale investigation into “set-up” of displacement piles in sandin:Proceedings of the Sixth International Conference on Physical Modelling in Geotechnics—6th ICPMG88989410.1201/NOE0415415866.ch128Search in Google Scholar

[31]York, D.L., Brusey, W.., Clemente, F.M., Law, S.K., 1994. Setup and relaxation in glacial sand. J. Geotech. Eng. 120, 1498–1513.YorkD.L.BruseyW.ClementeF.M.LawS.K.1994Setup and relaxation in glacial sandJ. Geotech. Eng.1201498151310.1061/(ASCE)0733-9410(1994)120:9(1498)Search in Google Scholar

[32]Reddy, S.C., Stuedlein, A.W. (2014) Reddy and Stuedlein (2014) Time dependant capacity Increase of piles driven in the puget sound lowlands. Geo-congress from soil behavior fundamentals to innovations in Geotechnical Engineering. https://doi.org/10.1061/9780784413265.037.ReddyS.C.StuedleinA.W.2014Reddy and Stuedlein (2014)Time dependant capacity Increase of piles driven in the puget sound lowlandsGeo-congress from soil behavior fundamentals to innovations in Geotechnical Engineeringhttps://doi.org/10.1061/9780784413265.037.10.1061/9780784413265.037Search in Google Scholar

[33]Long, J.H., Kerrigan, J.A., Wysockey, M.H. (1999) Measured Time Effects for Axial Capacity of Driven Piling. Transportation Research Record 1663, Paper No. 99–1183, pp. 8–15.LongJ.H.KerriganJ.A.WysockeyM.H.1999Measured Time Effects for Axial Capacity of Driven PilingTransportation Research Record 1663Paper No. 99–1183,81510.3141/1663-02Search in Google Scholar

[34]Rimoy, S., Silva, M. Jardine, R., Yang, Z. X., Zhu, B. T., Tsuha C. H. C. (2015) Field and model investigations into the influence of age on axial capacity of displacement piles in silica sands, Géotechnique, Vol. 65, Issue 7, pp. 576–589.RimoyS.SilvaM.JardineR.YangZ. X.ZhuB. T.TsuhaC. H. C.2015Field and model investigations into the influence of age on axial capacity of displacement piles in silica sandsGéotechnique65757658910.1680/geot.14.P.112Search in Google Scholar

[35]Rimoy, S. P., Jardine, R. J. (2015) Analysis of an extended field test database regarding drivenpile ageing in sands. Geotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical Engineering ISBN: 978-0-7277-6067-8RimoyS. P.JardineR. J.2015Analysis of an extended field test database regarding drivenpile ageing in sandsGeotechnical Engineering for Infrastructure and Development: XVI European Conference on Soil Mechanics and Geotechnical EngineeringISBN: 978-0-7277-6067-8Search in Google Scholar