Settlement behaviour of a pile raft subjected to vertical loadings in multilayered soil

References

• Balakumar, V., et al., 2013. A design method for piled raft foundations. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering. Paris, 2671–2674.
   Google Scholar
• Bourgeois, E., de Buhan, P., and Hassen, G., 2012. Settlement analysis of piled raft foundations by means of a multiphase model accounting for soil-pile interactions. Computers and Geotechnics, 46, 26–38. doi:https://doi.org/10.1016/j.compgeo.2012.05.015
   Web of Science ®Google Scholar
• Brinkgreve, R.B.J. and Swolfs, W.M., 2007. PLAXIS 3D foundation. Finite element code for soil and rock analysis. Netherlands: Users Manual.
   Google Scholar
• Broms, B., 1964a. Lateral resistance of piles in cohesionless soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 89 (3), 123–157.
   Google Scholar
• Broms, B., 1964b. The lateral resistance of piles in cohesive soils. Journal of the Soil Mechanics and Foundations Division, ASCE, 90 (2), 27–63.
   Google Scholar
• Butterfield, R. and Banerjee, P.K., 1971. The problem of pile group and pile cap interaction. Geotechnique, 21 (2), 135–142.
   Web of Science ®Google Scholar
• Cho, J., et al., 2012. The settlement behavior of piled raft in clay soils. Ocean Engineering, 53, 153–163. doi:https://doi.org/10.1016/j.oceaneng.2012.06.003
   Web of Science ®Google Scholar
• Clancy, P. and Randolph, M.F., 1993. An approximate analysis procedure for piled raft foundations. International Journal for Numerical and Analytical Methods in Geomechanics, 17 (12), 849–869.
   Web of Science ®Google Scholar
• Cooke, R.W., 1986. Piled raft foundations on stiff clays: a contribution to design philosophy. Geotechnique, 36 (2), 169–203. doi:https://doi.org/10.1680/geot.1986.36.2.169.
   Web of Science ®Google Scholar
• de Sanctis, L. and Mandolini, A., 2003. On the ultimate vertical load of piled rafts on the soft clay soils. Proceedings of 4th international geotechnical seminar on deep foundation on bored and auger piles. Ghent: Mill press, 379–386.
   Google Scholar
• de Sanctis, L. and Mandolini, A., 2006. Bearing capacity of piled rafts on soft clay soils. Journal of Geotechnical & Geoenvironmental Engineering (ASCE), 132 (12), 1600–1610. doi:https://doi.org/10.1061/(ASCE)1090-0241(2006)132:12(1600).
   Web of Science ®Google Scholar
• EI-Garhy, B., et al., 2013. Behavior of raft on settlement reducing piles: experimental model study. Journal of Rock Mechanics and Geotechnical Engineering, 5 (5), 389–399. doi:https://doi.org/10.1016/j.jrmge.2013.07.005.
   Google Scholar
• Elwakil, A.Z. and Azzam, W.R., 2016. Experimental and numerical study of piled raft system. Alexandria Engineering Journal, 55 (1), 547–560. doi:https://doi.org/10.1016/j.aej.2015.10.001.
   Web of Science ®Google Scholar
• Engin, H.K., 2006. A report on embedded piles. Plaxis internal report.
   Google Scholar
• Franke, E., 1991. Measurements beneath piled rafts. Keynote lecture to ENPC Conference on Deep Foundation. Paris.
   Google Scholar
• Franke, E., Lutz, B., and El-Mossallamy, Y., 1994. Measurements and numerical modelling of high-rise building foundations on frankfurt clay. Geot Spec Pub, 40 (2), 1325–1336.
   Google Scholar
• Horikoshi, K. and Randolph, M.F., 1998. A contribution to the optimum design of piled rafts. Geotechnique, 48 (2), 301–317. doi:https://doi.org/10.1680/geot.1998.48.3.301.
   Web of Science ®Google Scholar
• Ibrahim, A.M., 2013. Pile raft foundation with piles act as settlement reducer. Resources and geotechnical engineering, Vol. 10. Freiberg: Institut für Geotechnic Gustav-Zeuner-Straße, 1, 09596.
   Google Scholar
• Jeong, S., et al., 2004. Time dependant behavior of pile groups by staged construction of an adjacent embankment on soft clay. Canadian Geotechnical Journal, 41, 644–656.
   Web of Science ®Google Scholar
• Katzenbach, R., et al., 2005. Combined pile raft foundations (CPRF): an appropriate solution for the foundations of high-rise buildings. Slovak Journal of Civil Engineering, 3, 19–29.
   Google Scholar
• Lee, S.W., et al., 2010. Modelling of piled rafts with different pile models. Proceedings of the 7th European Conference on Numerical Methods in Geotechnical Engineering. Trondheim, Norway: CRC Press, 637–642.
   Google Scholar
• Matlock, H., 1970. Correlations for design of laterally loaded piles in soft clay. 2nd Annual Offshore Tech. Conf., Vol. 1. Houston, Texas, 577–588.
   Google Scholar
• Matlock, H. and Reese, L.C., 1960. Generalized solutions for laterally loaded piles. Journal of Soil Mechanics & Foundations Division, ASCE, 86, 63–91.
   Google Scholar
• Meyer, B.J. and Reese, L.C., 1979. Analysis of single piles under lateral loading. Report No. FHWA/TX-79/38. Austin, Texas, USA: Texas State Department of Highways and Public Transportation, Transportation Planning Div.
   Google Scholar
• Nguyen, D.D.C., Jo, S.B., and Kim, D.S., 2013. Design method of piled-raft foundations under vertical load considering interaction effects. Computers and Geotechnics, 47, 16–27. doi:https://doi.org/10.1016/j.compgeo.2012.06.007
   Web of Science ®Google Scholar
• Park, D., Park, D., and Lee, J., 2016. Analyzing load response and load sharing behavior of piled rafts installed with driven piles in sands. Computers and Geotechnics, 78, 62–71. doi:https://doi.org/10.1016/j.compgeo.2016.05.008
   Web of Science ®Google Scholar
• Poulos, H.G., 1971. Behavior of laterally loaded piles: I- single piles. Journal of the Soil Mechanics and Foundations Division, ASCE, 97 (5), 711–731.
   Google Scholar
• Poulos, H.G., 1994. An approximate numerical analysis of pile-raft interaction. International Journal for Numerical and Analytical Methods in Geomech, 18 (2), 73–92.
   Web of Science ®Google Scholar
• Poulos, H.G., 2001. Piled raft foundations: design and applications. Geotechnique, 2 (2), 95–113. doi:https://doi.org/10.1680/geot.51.2.95.40292.
   Web of Science ®Google Scholar
• Rabiei, M. and Choobbasti, A.J., 2016. Piled raft design strategies for high rise buildings. Geotechnical Geological Engineering, 34 (1), 75–85. doi:https://doi.org/10.1007/s10706-015-9929-x.
   Google Scholar
• Randolph, M.F., 1994. Design methods for pile groups and piled rafts. S.O.A. Report, 13 ICSMFE. Vol. 5, 61–82. New Delhi.
   Google Scholar
• Reese, L.C., 1977. Laterally loaded piles: program documentation. Journal of the Geotechnical Engineering Division, ASCE, 103 (4), 287–305.
   Google Scholar
• Reese, L.C. and Junius, D.A., 1977. Drilled shaft design and construction manual. Vol. 2, USA: US Dept. of Transportation, FHA.
   Google Scholar
• Reul, O. and Randolph, M.F., 2004. Design strategies for piled rafts subjected to nonuniform vertical loading. Journal of Geotechnical & Geoenvironmental Engineering, ASCE, 130 (1), 1–13. doi:https://doi.org/10.1061/(ASCE)1090-0241(2004)130:1(1).
   Web of Science ®Google Scholar
• Sadek, M. and Shahrour, I., 2004. A three dimensional embedded beam element for reinforced geomaterials. International Journal of Geomechanics, ASCE, 4 (2), 931–946.
   Google Scholar
• Ta, L.D. and Small, J.C., 1996. Analysis of piled raft systems in layered soils. International Journal for Numerical and Analytical Methods in Geomechanics, 20 (1), 57–72.
   Web of Science ®Google Scholar