Cite this paper
Ahmed, M. , Mohamed, M. , Mallick, J. and Hasan, M. (2014) 3D-Analysis of Soil-Foundation-Structure Interaction in Layered Soil.
Open Journal of Civil Engineering,
4, 373-385. doi:
10.4236/ojce.2014.44032.
References
[1] Bobet, A. (2010) Numerical Methods in Geo-Mechanics. The Arabian Journal for Science and Engineering, 35, 27-48.
[2] Hemsley, J.A. (2000) Design Applications of Raft Foundations. Thomas Telford Ltd., London.
[3] Ahmed, M., Mahmoud, H. and Mallick, J. (2013) Advances in Piled-Raft Foundation System. Recent Trends in Civil Engineering and Technology, 3, 1-8.
[4] Lin, D.G. and Feng, Z.Y. (2006) A Numerical Study of Piled Raft Foundations. Journal of the Chinese Institute of Engineers, 29, 1091-1097.
http://dx.doi.org/10.1080/02533839.2006.9671208
[5] Rabiei, M. (2010) Piled Raft Design for High Rise Building. Electronic Journal of Geotechnical Engineering, 15, 495-505.
[6] Singh, N.T. and Singh, B. (2008) Interaction Analysis for Piled Rafts in Cohesive Soils. 12th International Conference of International Association for Computer Methods and Advances in Geo-Mechanics (IACMAG), Goa, 1-6 October 2008, 3289-3296.
[7] Eslami, A., Veiskarami, M. and Eslami, M.M. (2012) Study on Optimized Piled-Raft Foundations (PRF) Performance with Connected and Non-Connected Piles-Three Case Histories. International Journal of Civil Engineering, 10, 100-110.
[8] Kapackci, V. and Ozkan, M.Y. (2012) A Simplified Approach Applicable to the Settlement Estimation of Piled-Raft. ACTA Geo-Technica Slovenica, 1, 77-84.
[9] 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.
http://dx.doi.org/10.1016/j.compgeo.2012.06.007
[10] Horikoshi, K. and Randolph, M.F. (1998) A Contribution to Optimum Design of Piled Rafts. Geotechnique, 48, 301-317.
http://dx.doi.org/10.1680/geot.1998.48.3.301
[11] Cao, X.D., Wong, M.F. and Chang, M.F. (2004) Behavior of Model Rafts Resting on Pile-Reinforced Sand. Journal Geotechnical Engineering, 130, 129-138.
[12] Cooke, R.W. (1986) Piled Raft Foundations on Stiff Clays: A Contribution to Design Philosophy. Geotechnique, 36, 169-203.
http://dx.doi.org/10.1680/geot.1986.36.2.169
[13] Prakoso, W.A. and Kulhawy, F.H. (2001) Contribution to Piled Raft Foundation Design. Journal Geotechnical Engineering, 127, 17-24.
[14] Mahmood, M.N. and Ahmed, S.Y. (2007) Nonlinear Dynamic Analysis of Framed Structures including Soil-Structure Interaction Effects. The Arabian Journal for Science and Engineering, 33, 45-64.
[15] Al-Shayea, N. and Zeedan, H. (2012) A New Approach for Estimating Thickness of Mat Foundations under Certain Conditions. The Arabian Journal for Science and Engineering, 37, 277-290.
http://dx.doi.org/10.1007/s13369-012-0178-5
[16] PLAXIS Version 2012.02 (2012) Scientific Manual, Delft University of Technology & PLAXIS, The Netherlands, A. A. Balkema, PUBLISHERS.
http://www.plaxis.nl/
[17] Ti, K.S., Huat, B.B.K., Noorzaei, J., Jaafar, M.S. and Sew, G.S. (2009) A Review of Basic Soil Constitutive Models for Geotechnical Application. Electronic Journal Geotechnical Engineering, 14, 1-18.
[18] US Department of Transportation (2006) Federal Highway Administration. Publication No.: FHWA NHI-06-088.
[19] Engin, H.K. and Brinkgreve, R.B.J. (2009) Investigation of Pile Behavior Using Embedded Piles. Proceedings of the 17th International Conference on Soil Mechanics and Geotechnical Engineering. In: Hamza, M., et al., Eds., Alexandria, Millpress, Amsterdam.
[20] Lebeau, J.S. (2008) FE-Analysis of Piled and Piled Raft Foundations. Ph.D., Institute for Soil Mechanics and Foundation Engineering, Graz University of Technology, Graz.