NUMERICAL MODELLING OF THE BEHAVIOR OF PILED RAFT FOUNDATION USING PLAXIS 3D FOUNDATION SOFTWARE
reach 0.5m becomes adversely effect on reducing settlement, but increase load sharing by the piles. All design parameters using in this study has no significant effect on reducing differential settlement in raft. Increasing in design parameters leads to increase in load sharing by piles.
Poulos HG, Small JC, Chow H. Piled raft foundations for tall buildings. Geotech Eng. 2011; 42(2):78–84.
Katzenbach, R., Arslan, U., Moorman, C. and Reul, O. (1998). “Piled Raft Foundations: Interaction Between Piles and Raft”. Darmstadt Geotechnics, Darmstadt University of Technology, 4: pp279- 296.
B.V, P. Plaxis 3D foundation (Reference Manual)
Version 2.Delft, The Netherlands.
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