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Vol. 3 No. 2 (2025): Emirati Journal of Civil Engineering and Applications

Comprehensive Analysis of Combined Pile Raft Foundation using PLAXIS 3D, SAP 2000, and ELPLA

  • Fayyaz Ullah
  • Hamad Khan
  • Sohail Akhtar
  • Irfan Jamil
  • Yazeed A. Alsharedah
Submitted
December 7, 2025
Published
2025-12-29

Abstract

Considering the growing population and limited land availability, towering buildings with several basements have been built to increase floor area ratios while also meeting storage and parking needs. The design of Combined Pile Raft Foundations (CPRF) is crucial in supporting complex structures. Still, traditional techniques frequently ignore the interplay between pile-to-pile and pile-to-raft, compromising the overall performance and reliability of the foundation system. CPRF analysis is carried out using a variety of software packages, including PLAXIS 3D, SAP 2000, ETABS, and the recently announced ELPLA, each having its own set of capabilities, constraints, and user interfaces. To assess their reliability and applicability, this study offers a thorough comparative analysis of CPRF systems utilizing these techniques in five case studies. The findings indicate that PLAXIS 3D, a Finite Element Method (FEM) program, is the most accurate and dependable instrument for comprehensive analysis. In contrast, ELPLA was shown to underestimate loads, potentially leading to unsafe designs, whereas the Winkler Model for Piled Raft (WMPR) produced contradictory results, rendering both only appropriate for exploratory studies. These findings provide useful information for selecting appropriate software for CPRF analysis based on accuracy, dependability, and design safety factors.

References

  1. K. Fleming, A. Weltman, M. Randolph, and K. Elson, Piling Engineering. 2008. doi: 10.1201/b22272.
  2. S. Bandyopadhyay, A. Sengupta, and Y. M. Parulekar, “Behavior of a combined piled raft foundation in a multi-layered soil subjected to vertical loading,” Geomechanics and Engineering, vol. 21, no. 4, 2020, doi: 10.12989/gae.2020.21.4.379.
  3. H. Poulos, “Piled raft foundations: Design and applications,” Geotechnique, vol. 51, pp. 95–113, Jan. 2001, doi: 10.1680/geot.2001.51.2.95.
  4. M. Randolph, “Design methods for pile groups and piled rafts,” 13th International Conference on Soil Mechanics and Foundation Engineering, 1994.
  5. W. A. Prakoso and F. H. Kulhawy, “Contribution to Piled Raft Foundation Design,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 127, no. 1, 2001, doi: 10.1061/(asce)1090-0241(2001)127:1(17).
  6. L. de Sanctis and A. Mandolini, “Bearing Capacity of Piled Rafts on Soft Clay Soils,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 132, no. 12, 2006, doi: 10.1061/(asce)1090-0241(2006)132:12(1600).
  7. H. G. Poulos, “Piled raft foundations: Design and applications,” Geotechnique, vol. 51, no. 2, 2001, doi: 10.1680/geot.51.2.95.40292.
  8. I. Jamil et al., “Analysis and Design of Piled Raft Foundation Taking into Account Interaction Factors,” Advances in Civil Engineering, vol. 2022, 2022, doi: 10.1155/2022/1334136.
  9. A. Johari and A. Talebi, “Stochastic Analysis of Piled-Raft Foundations Using the Random Finite-Element Method,” International Journal of Geomechanics, vol. 21, no. 4, 2021, doi: 10.1061/(asce)gm.1943-5622.0001966.
  10. I. Jamil and I. Ahmada, “Bending moments in raft of a piled raft system using winkler analysis,” Geomechanics and Engineering, vol. 18, no. 1, 2019, doi: 10.12989/gae.2019.18.1.041.
  11. D. D. C. Nguyen, S. B. Jo, and D. S. Kim, “Design method of piled-raft foundations under vertical load considering interaction effects,” Comput Geotech, vol. 47, 2013, doi: 10.1016/j.compgeo.2012.06.007.
  12. Vijaykumar and Dr. S K Prasad, “Parametric Study of Pile-Raft foundation System Using PLAXIS-3D,” 2022. [Online]. Available: www.jetir.org

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