This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.
Brinkgreve, R., Swolfs, W., and Engin, E. (2015). PLAXIS user’s manual, version 6.1, Balkema, Rotterdam, The NetherlandsBrinkgreveR.SwolfsW.EnginE.2015BalkemaRotterdam, The NetherlandsSearch in Google Scholar
Burland, J. B. (1995). “Piles as settlement reducers.” Proce. of 19th National Italian Geotechnical Conference, Italy, Vol 2, 21–34.BurlandJ. B.199522134Search in Google Scholar
Cho, J., Lee, J., Jeong, S., and Lee, J. (2012). “The settlement behavior of piled raft in clay soils.” Ocean Engineering, 153–163.ChoJ.LeeJ.JeongS.LeeJ.2012“The settlement behavior of piled raft in clay soils.”15316310.1016/j.oceaneng.2012.06.003Search in Google Scholar
Chow, H. S. W., and Small, J. C. (2005). “Behaviour of piled rafts with piles of different lengths and diameters under vertical loading.” Advance in Deep Foundations, 1–15. DOI: 10.1061/40778(157)20.ChowH. S. W.SmallJ. C.2005“Behaviour of piled rafts with piles of different lengths and diameters under vertical loading.”11510.1061/40778(157)20Open DOISearch in Google Scholar
Ghalesari A. T., Barari, A. P., and Fardad, A. I. L. B. (2015). “Development of optimum design from static response of pile-raft interaction.” Journal of Material Science and Technology, 20, 331–343.GhalesariA. T.BarariA. P.FardadA. I. L. B.2015“Development of optimum design from static response of pile-raft interaction.”2033134310.1007/s00773-014-0286-xSearch in Google Scholar
Ghalesari, A. T., and Choobbasti, A. J. (2016). “Numerical analysis of settlement and bearing behaviour of piled raft in Babol clay.” European Journal of Environmental and Civil Engineering, 1–26. DOI: 10.1080/19648189.2016.1229230.GhalesariA. T.ChoobbastiA. J.2016“Numerical analysis of settlement and bearing behaviour of piled raft in Babol clay.”12610.1080/19648189.2016.1229230Open DOISearch in Google Scholar
IS 1904–1986 Code of practice for design and construction of foundations in soils. Bureau of Indian Standards, New Delhi, India.IS 1904–1986 Code of practice for design and construction of foundations in soilsNew Delhi, IndiaSearch in Google Scholar
Lee. J., Kim. Y., and Jeong. S. (2010). “Three dimentional analysis of bearing behavoir of piled raft on soft clay.” Computers and Geotechnics, 37, 103–114.LeeJ.KimY.JeongS.2010“Three dimentional analysis of bearing behavoir of piled raft on soft clay.”3710311410.1016/j.compgeo.2009.07.009Search in Google Scholar
Mali S, Singh B. (2018). “Behavior of large piled-raft foundation on clay soil.” Ocean Engineering, 149, 205–216.MaliSSinghB.2018“Behavior of large piled-raft foundation on clay soil.”14920521610.1016/j.oceaneng.2017.12.029Search in Google Scholar
Mali S, Singh B. (2019). “Behavior of large piled-raft foundation on different soil profiles for different loadings and different piled-raft configurations.” Innovative Infrastructures Solutions, DOI: 10.1007/s41062-018-0193-9.MaliSSinghB.2019“Behavior of large piled-raft foundation on different soil profiles for different loadings and different piled-raft configurations.”10.1007/s41062-018-0193-9Open DOISearch in Google Scholar
Nguyen, D. D. C., Kim, D S., and Jo, S. B. (2013). “Settlement of piled rafts with different pile arrangement schemes via centrifuge tests.” Journal of Geotechnical and Geoenvironmental Engineering, 139(10), 1690–1698.NguyenD. D. C.KimD S.JoS. B.2013“Settlement of piled rafts with different pile arrangement schemes via centrifuge tests.”139101690169810.1061/(ASCE)GT.1943-5606.0000908Search in Google Scholar
Poulos, H. G., and Devdas, A. J. (2005). “Foundation design for the Emirates twin towers Dubai.” Candian Geotechnical Journal, 42, 716–730.PoulosH. G.DevdasA. J.2005“Foundation design for the Emirates twin towers Dubai.”4271673010.1139/t05-004Search in Google Scholar
Poulos, H. G., and Bunce, G. (2008). “Foundation design for the Burj Dubai: The world tallest building.” Proc. of 6th Int. Conf. on Case Histories in Geotechnical Engineering, Arlinton, VA, 11–16.PoulosH. G.BunceG.2008Proc. of 6th Int. Conf. on Case Histories in Geotechnical EngineeringArlinton, VA1116Search in Google Scholar
Poulos, H. G., Small, J. C., and Chow, H. (2011). “Piled raft foundation for tall buildings.” Geotechnical Engineering Journals of the SEAGS and AGSSEA, 42(2), 78–84.PoulosH. G.SmallJ. C.ChowH.2011“Piled raft foundation for tall buildings.”4227884Search in Google Scholar
Poulos, H. G. (2001). “Methods of analysis of piled raft foundations.” A Report Prepared on Behalf of Technical Committee TC18 on Piled Foundations.PoulosH. G.2001“Methods of analysis of piled raft foundations.”Search in Google Scholar
Prakoso, W. A., and Kulhawy, F. H. (2001). “Contribution to piled raft foundation design.” Journal of Geotechnical and Geoenvironmental Engineering, 127(1), 17–24.PrakosoW. A.KulhawyF. H.2001“Contribution to piled raft foundation design.”1271172410.1061/(ASCE)1090-0241(2001)127:1(17)Search in Google Scholar
Rabiei, M., and Choobbasti, A. J. (2016). “Piled raft design strategies for high rise buildings.” Geotechnical Geological Engineering, 34, 75–85.RabieiM.ChoobbastiA. J.2016“Piled raft design strategies for high rise buildings.”34758510.1007/s10706-015-9929-xSearch in Google Scholar
Ranjan, G., and Rao, A. S. R. (2007). “Basic and applied soil mechanics.” New Age International.RanjanG.RaoA. S. R.2007“Basic and applied soil mechanics.”Search in Google Scholar
Reul, O. (2004). “Numerical study of the bearing behavior of piled rafts.” International Journal of Geomechanics, 4(2), 59–68.ReulO.2004“Numerical study of the bearing behavior of piled rafts.”42596810.1061/(ASCE)1532-3641(2004)4:2(59)Search in Google Scholar
Reul, O., and Randolph, M. F. (2004). “Design strategies for piled rafts subjected to nonuniform vertical loading.” Journal of Geotechnical and Geoenvironmental Engineering, 130, 1–13.ReulO.RandolphM. F.2004“Design strategies for piled rafts subjected to nonuniform vertical loading.”13011310.1061/(ASCE)1090-0241(2004)130:1(1)Search in Google Scholar
Sanctis, L, D., and Mandolini, A. (2006). “Bearing capacity of the piled rafts on soft clays.” Journal of Geotechnical and Geoenvironmental Engineering, 132, 1600–1610.SanctisL. D.MandoliniA.2006“Bearing capacity of the piled rafts on soft clays.”1321600161010.1061/(ASCE)1090-0241(2006)132:12(1600)Search in Google Scholar
Sinha, A., and Hanna A., M. (2016). “3D Numerical model for piled raft foundation.” International Journal of Geomechanics, doi.org/10.1061/(ASCE)GM.19435622.0000674SinhaA.HannaA. M.2016“3D Numerical model for piled raft foundation.”doi.org/10.1061/(ASCE)GM.19435622.000067410.1061/(ASCE)GM.1943-5622.0000674Search in Google Scholar
Viggiani, C. (2001). “Analysis and design of piled raft foundations.” First Arrigo Croce Lecture, Rivista Italiana Di Geotechnica, 47–75.ViggianiC.2001“Analysis and design of piled raft foundations.”4775Search in Google Scholar