Soil resistances for laterally loaded rigid piles in multi-layered elastic soil

References

• ABAQUS 6.10. 2010. Dassault Systemes Simulia Corp, Providence.
   Google Scholar
• Abdel-Rahman, K. and Achmus, M., 2005. Finite element modelling of horizontally loaded monopile foundations for offshore wind energy converters in Germany. In: S. Gourvenec and M. Cassidy, eds Proceedings of the international symposium on frontiers in off-shore geotechnics, Perth: Taylor and Francis, 391–396.
   Google Scholar
• API, 2000. Recommended practice for planning, designing and constructing fixed offshore platforms—working stress design RP 2A-WSD. 21st ed. Washington: American Petroleum Institute.
   Google Scholar
• Basu, D. and Salgado, R., 2008. Analysis of laterally loaded piles with rectangular cross sections embedded in layered soils. International Journal for Numerical and Analytical Methods in Geomechanics, 32, 721–744. doi:10.1002/(ISSN)1096-9853
   Web of Science ®Google Scholar
• Bowles, J.E., 1996. Foundation analysis and design-5th Edition. New York: The McGraw-Hill Companies, Inc.
   Google Scholar
• Broms, B.B., 1964a. Lateral resistance of piles in cohesionless soils. Journal of the Soil Mechanics and Foundations Division, 90 (3), 123–159.
   Google Scholar
• Broms, B.B., 1964b. Lateral resistance of piles in cohesive soils. Journal of the Soil Mechanics and Foundations Division, 90 (2), 27–63.
   Google Scholar
• Budhu, M., 2011. Soil mechanics and foundations. 3rd ed. Chichester, UK: John Wiley & Sons, Inc.
   Google Scholar
• Byrne, B.W., et al. 2015. New design methods for large diameter piles under lateral loading for offshore wind applications. In: Third International Symposium on Frontiers in Offshore Geotechnics, Oslo, Norway, vol. 1, 705–710. doi:10.1177/1753193415591491
   Google Scholar
• Carter, J.P. and Kulhawy, F.H., 1992. Analysis of laterally loaded shafts in rocks. Journal of Geotechnical Engineering, 118 (6), 839–855. doi:10.1061/(ASCE)0733-9410(1992)118:6(839)
   Google Scholar
• Chae, K.S., Ugai, K., and Wakai, A., 2004. Lateral resistance of short single piles and pile groups. International Journal of Geomechanics, 4 (2), ©ASCE, ISSN 1532-3641/2004/2-93–103. doi:10.1061/(ASCE)1532-3641(2004)4:2(93)
   Google Scholar
• Davidson, H.L., 1982. Laterally loaded drilled pier research, vol 1: design methodology, vol. 2: research documentation. Final Report by GAI Consultants Inc., to Electric Power Research Institute (EPRI).
   Google Scholar
• DNV. 2014. Design of offshore wind turbine structures. DNVOS-J101, Det Norske Veritas AS.
   Google Scholar
• Gerolymos, N. and Gazetas, G., 2006. Development of Winkler model for static and dynamic response of caisson foundations with soil and interface nonlinearities. Soil Dynamics and Earthquake Engineering, 26 (5), 363–376. doi:10.1016/j.soildyn.2005.12.002
   Web of Science ®Google Scholar
• Guo, W.D. and Lee, F.H., 2001. Load transfer approach for laterally loaded piles. International Journal for Numerical and Analytical Methods in Geomechanics, 25 (11), 1101–1129. doi:10.1002/nag.169
   Web of Science ®Google Scholar
• Haiderali, A., Cilingar, U., and Madabhushi, G., 2013. Lateral and axial capacity of monopiles for offshore wind turbines. Indian Geotech Journal, 43 (3), 181–194. doi:10.1007/s40098-013-0056-4
   Google Scholar
• Higgins, W., et al., 2013. Elastic solutions of laterally loaded piles. Journal of Geotechnical and Geoenvironmental Engineering, 139 (7), 1096–1103. doi:10.1061/(ASCE)GT.1943-5606.0000828
   Web of Science ®Google Scholar
• King, G.J.W. and Laman, M., 1995. Conventional and centrifuge model studies of the moment-carrying capacity of short pier foundations in clay. Canadian Geotechnical Journal, 32, 976–988. doi:10.1139/t95-096
   Web of Science ®Google Scholar
• Klinkvort, R.T., Springman, S.M., and Hededal, O., 2012. Scaling issues in centrifuge modelling of monopiles. International Journal of Physical Modelling in Geotechnics, 13 (2), 38–49. doi:10.1680/ijpmg.12.00010
   Web of Science ®Google Scholar
• Lam, I.P.O., 2013. Diameter effects on p-y curves. Deep Marine Foundations - A Perspective on the Design and Construction of Deep Marine Foundations.
   Google Scholar
• Laman, M., King, G.J.W., and Dickin, E.A., 1999. Three-dimensional finite element studies of the moment-carrying capacity of short pier foundations in cohesionless soil. Computers and Geotechnics, 25, 141–155. doi:10.1016/S0266-352X(99)00019-1
   Web of Science ®Google Scholar
• LeBlanc, C., Houlsby, G.T., and Byrne, B.W., 2010. Response of stiff piles in sand to long-term cyclic lateral loading. Geotechnique, 60 (2), 79–90. doi:10.1680/geot.7.00196
   Web of Science ®Google Scholar
• Lesny, K. and Wiemann, J., 2006. Finite element modelling of large diameter monopiles for offshore wind energy converters. In: Proceedings of GeoCongress 2006: geotechnical engineering in the information age, Atlanta, 1–6.
   Google Scholar
• Liu, Q.F. and Meyerhoff, G.G., 1987. New method for non-linear analysis of rigid piles in clay. Computers and Geotechnics, 3, 185–212. doi:10.1016/0266-352X(87)90006-1
   Google Scholar
• Matlock, H., 1970. Correlations for design of laterally loaded piles in soft clay. In: Proceedings of the Annual Offshore Technology Conference. Houston, TX, vol. 1, 577–594.
   Google Scholar
• Meyerhof, G.G. and Sastry, V.V., 1985. Bearing capacity of rigid piles under eccentric and inclined loads. Canadian Geotechnical Journal, 22 (3), 267–276. doi:10.1139/t85-040
   Web of Science ®Google Scholar
• Motta, E., 2013. Lateral deflection of horizontally loaded rigid piles in elastoplastic medium. Journal of Geotechnical and Geoenvironmental Engineering, 139 (3), 501–506. doi:10.1061/(ASCE)GT.1943-5606.0000771
   Web of Science ®Google Scholar
• O'Neill, M.W. and Murchison, J.M., 1983. An evaluation of p-y relationships in sands. Report GT-DF02-83. Department of Civil Engineering, University of Houston.
   Google Scholar
• Qin, H. and Wd, G., 2014. Response of static and cyclic laterally loaded rigid piles in sand. Marine Georesources & Geotechnology. doi:10.1080/1064119X.2014.979961
   Web of Science ®Google Scholar
• Randolph, M.F., 1981. The response of flexible piles to lateral loading. Geotechnique, 31 (2), 247–259. doi:10.1680/geot.1981.31.2.247
   Web of Science ®Google Scholar
• Reese, L.C., Cox, W.R., and Koop, F.D., 1975. Field testing and analysis of laterally loaded piles in stiff clay. In: Proceedings of the Annual Offshore Technology Conference. Houston, TX, vol. 2, 671–690.
   Google Scholar
• Tehrani, F.S., Salgado, R., and Prezzi, M., 2016. Analysis of axial loading of pile groups in multilayered elastic soil. International Journal of Geomechanics, 16 (2), 04015063. doi:10.1061/(ASCE)GM.1943-5622.0000540
   Web of Science ®Google Scholar
• Vallabhan, C.V.G. and Alikhanlou, F., 1982. Short rigid piers in clay. Journal of the Geotechnical Engineering, 10, 1255–1271. ASCE.
   Google Scholar
• Varun. 2006. A simplified model for lateral response of caisson foundations. MSc Thesis in Civil Engineering. Georgia Institute of Technology.
   Google Scholar
• Varun, A.D. and Gazetas, G., 2009. A simplified model for lateral response of large diameter caisson—linear elastic formulation. Soil Dynamics and Earthquake Engineering, 29 (2009), 268–291. doi:10.1016/j.soildyn.2008.02.001
   Google Scholar
• Vesic, A.B., 1961. Bending of beams resting on isotropic elastic solid. Journal of the Engineering Mechanics Division, 87 (EM2), 35–53. ASCE.
   Google Scholar
• Zhang, L., 2009. Nonlinear analysis of laterally loaded piles in cohesionless soil. Computers and Geotechnics, 36, 718–724. doi:10.1016/j.compgeo.2008.12.001
   Web of Science ®Google Scholar
• Zhang, L. and Ahmari, S., 2013. Nonlinear analysis of laterally loaded rigid piles in cohesive soil. International Journal for Numerical and Analytical Methods in Geomechanics, 37, 201–220. doi:10.1002/nag.v37.2
   Web of Science ®Google Scholar
• Zhang, L., Silva, F., and Grismala, R., 2005. Ultimate lateral resistance to piles in cohesionlesssoil. Journal of Geotechnical and Geoenvironmental Engineering, 131 (1), 78–83. doi:10.1061/(ASCE)1090-0241(2005)131:1(78)
   Web of Science ®Google Scholar