Subject Areas : Structural Mechanics
Ali Mahdizadeh
1
,
MAHDI MOMENI REGHABADI
2
,
ramin tabatabai
3
1 -
2 -
3 -
Keywords:
Abstract :
[1] Poulos, H. G. (2005). “Piled raft and compensated piled raft foundations for soft soil sites.” Advances in Designing and Testing in Deep Foundations Engineering, Geotechnical special publication 129, ASCE, Reston, VA, 214–234.Sinha, A. (2013). “3-D modelling of piled raft foundation.” Ph.D. thesis, Concordia Univ., Montreal, Canada.
[2] Sinha, R., & Hanna, A. M. (2017). *Three-dimensional analysis of piled raft foundations using PLAXIS 3D*. Computers and Geotechnics, 91, 107–117.
[3] Raut, J. M., Khadeshwar, S. R., Bajad, S. P., and Kadu, M. S. (2014). “Simplified design method for piled raft foundation.” Advances in Soil. Dynamics and Foundation Engineering, Geotechnical special publication 240, ASCE, Reston, VA, 462–471.
[4] Poulos, H. G. (2002). “Simplified design procedure for piled raft foundation.” Deep Foundations 2002, Geotechnical special publication 116, ASCE, Reston, VA, 441–458.
[5] Poulos, H. G. (2012). “Foundation design for tall building.” Geotechnical Engineering, State of the Art and Practice, Geotechnical special publication 226, ASCE, Reston, VA, 786–809.
[6] Randolph, M. F. (1983). “Design of piled raft foundations.” Proc., Int. Symp on Recent Developments in Laboratory and Field Tests and Analysis of Geotechnical Problems, 525–537.
[7] Clancy, P., and Randolph, M. F. (1996). “Simple design tools for piled raft foundations.” Geotechnique, 46(2), 313–328.
[8] Ai, Z. Y., Han, J., and Yan, Y. (2005). “Elastic analysis of single pile-rigid circular raft system in layered soils.” Advances in Deep Foundations, Geotechnical Special Publication 132, ASCE, Reston, VA, 1–14.
[9] Griffiths, D. V., Clancy, P., and Randolph, M. F. (1991). “Piled Raft Foundation Analysis by Finite Elements.” Proc. 7th Int. Conf. on Computational Methods and Advances in Geomechanics, Vol. 2, Balkema, Rotterdam, Netherlands, 1153–1157
[10] Kim, K. N., Lee, S. H., Kim, S. K., Chung, C. K., Kim, M. M., and Lee, H. S. (2001). “Optimal pile arrangement for minimizing differential settlements in piled raft foundations.” Comp. Geotech., 28(4), 235–253.
[11] Kitiyodom, P., and Matsumoto, T. (2002). “A simplified analysis method for piled raft and pile group foundations with batter piles.” Int. J. Numer. Anal. Methods Geomech., 26(13), 1349–1369.
[12] Small, J. C., and Poulos, H. G. (2007). “Nonlinear analysis of piled raft foundations.” Contemporary Issues in Deep Foundations, Geotechnical Special Publication 158, ASCE, Reston, VA, 1–9.
[13] Small, J. C., and Zhang, H. H. (2002). “Behavior of piled raft foundations under lateral and vertical loading.” Int. J. Geomech., (2002)2:1(29), 29–45.
[14] Jiu, Y., and Huang, M. (2014). “A simplified nonlinear method for pie group
analysis considering pile cap flexibility.” New Frontiers in Geotechnical Engineering, Geotechnical Special Publication 243, ASCE, Reston, VA, 38–46.
[15] Reul, O. (2004). “Numerical Study of the Bearing Behavior of Piled Rafts.” Int. J. Geomech.
[16] Prakoso, W. A., and Kulhawy, F. H. (2001). “Contribution to Piled Raft Foundation Design.” J. Geotech. Geoenviron. Eng., 10.1061/(ASCE)1090 -0241(2001)127:1(17), 17–24.
[17] Poulos, H. G. (2001). “Methods of Analysis of Piled Raft Foundations.” TC 18 Rep., International Society of Soil Mechanics and Geotechnical Engineering, London
[18] Manual of Plaxis soft ware, http://www.plaxis.nl.
[19] Manual of Plaxis soft ware, https://www.csiamerica.com.
[20] Harry G. Poulos, “Foundation Design of the 151 Story Incheon Tower in a Reclamation Area”, Geotechnical Engineering Journal of the SEAGS & AGSSEA Vol. 00 No.0 September 2011 ISSN 0000-0000
[21] Poulos, H.G. and Davids, A.J. (2005) “Foundation Design for the Emirates Twin Towers, Dubai”. Canadian Geotechnical Journal, Vol. 42, pp. 716-730.
[22] Poulos, H.G. and Davis (1980). “Pile Foundation Analysis and Design”. John Wiley,New York.
[23] Sangseom Jeong, Jaeyeon Cho. “Proposed nonlinear 3-D analytical method for piled raft foundations” Department of Civil Engineering, Yonsei University, Seoul 120-749, Republic of Korea; 2013.
[24] Ali Urmiaei, Shakibamarikhi, Validation of Standard Impact Test Results in Determining Design Indicators) Case Study, Esteghlal Kerman Commercial-Medical Complex (8th Conference of the Iranian Society of Engineering and Environmental Geology Mashhad(in Persian)
[25] Engin, H. K. (2008). Three-dimensional finite element analysis of piled raft foundations under vertical loading. *Proceedings of the Institution of Civil Engineers - Geotechnical Engineering*, 161(2), 57–67.
[26] Alzaydi, A. (2010). Numerical analysis of piled raft foundations on soft clay using ABAQUS. *International Journal of Geomechanics*, 10(6), 223–232.
[27] Alsawaaf, N. (2010). Effect of short connected and unconnected piles on the behavior of piled rafts subjected to eccentric loading. *Geotechnical Research Journal*, 12(3), 155–165.
[28] Altamimi, A. (2011). Load sharing mechanism in piled raft foundations: Experimental and numerical study. *Geomechanics and Engineering*, 3(1), 47–60.
[29] ] Mahmoud, A. M., & Fattah, M. Y. (2017). Behavior of piled raft foundation on unsaturated soils. *Journal of Rock Mechanics and Geotechnical Engineering*, 9(5), 932–945.
[30] ] Wang, J., Zhang, Y., & Chen, Q. (2021). Three-dimensional numerical analysis of piled raft foundation performance considering pile-soil-raft interaction. *Soil Dynamics and Earthquake Engineering*, 144, 106703.
[31] Chou, N. (2023). Parametric study on the behavior of composite piled raft foundations under static and seismic loads. *Engineering Structures*, 275, 115093.
[32] Kim, Y., & Lee, J. (2022). Seismic performance of piled raft foundations with various pile arrangements and connection types. *Soil Dynamics and Earthquake Engineering*, 157, 107212.
[33] Zhang, H., & Zhang, L. (2024). Advanced modeling of nonlinear soil-structure interaction in piled raft systems using FLAC3D and ABAQUS. *Computers and Geotechnics*, 153, 105151.
[34] Li, D., & Xie, W. (2025). Comparative study of numerical methods for analyzing piled raft foundations: Limitations and potential. *Journal of Geotechnical Engineering and Research*, 11(2), 75–89