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All issues Volume 730 (2026) E3S Web Conf., 730 (2026) 05012 References
Open Access
Issue
E3S Web Conf.
Volume 730, 2026
International Conference on Advances and Innovations in Soft Soil Engineering (Soft Soils 2026)
Article Number 05012
Number of page(s) 7
Section Infrastructure Performance and Monitoring
DOI https://doi.org/10.1051/e3sconf/202673005012
Published online 03 August 2026
  1. B. Indraratna, I. Sathananthan, C. Bamunawita, A.S. Balasubramaniam, Theoretical and numerical perspectives and field observations for the design and performance evaluation of embankments constructed on soft marine clay, in Elsevier Geo-Engineering Book Series, Vol. 3 (Elsevier, Oxford, U.K., 2005), pp. 51–89. [Google Scholar]
  2. S. Öztoprak, S.F. Cinicioglu, Soil behaviour through field instrumentation. Can. Geotech. J. 42, 475–490 (2005). [Google Scholar]
  3. C. Öser, S.F. Cinicioglu, Embankment design method combining limit-state approach with stress-path application. Int. J. Geomech. 17, 04016101 (2017). [Google Scholar]
  4. J. Han, M.A. Gabr, Numerical analysis of geosynthetic-reinforced and pile-supported earth platforms over soft soil. J. Geotech. Geoenviron. Eng. 128, 44–53 (2002). [Google Scholar]
  5. M.K. Kelesoglu, S.F. Cinicioglu, Free-field measurements to disclose lateral reaction mechanism of piles subjected to soil movements. J. Geotech. Geoenviron. Eng. 136, 331–343 (2010). [Google Scholar]
  6. D.F. Fagundes, M.S. Almeida, L. Thorel, M. Blanc, Load transfer mechanism and deformation of reinforced piled embankments. Geotext. Geomembr. 45, 1–10 (2017). [Google Scholar]
  7. S.J.M. Van Eekelen, A.A.M. Venmans, A. Bezuijen, A.F. Van Tol, Long term measurements in the Woerden geosynthetic-reinforced pile-supported embankment. Geosynth. Int. 27, 142–156 (2020). [Google Scholar]
  8. H.G. Poulos, Design charts for piles supporting embankments on soft clay. J. Geotech. Geoenviron. Eng. 133, 493–501 (2007). [Google Scholar]
  9. S. Satibi, Numerical analysis and design criteria of embankments on floating piles, M.Sc. thesis, Inst. für Geotechnik, Univ. Stuttgart, Stuttgart, Germany, 2009. [Google Scholar]
  10. W.Z. Cao, J.J. Zheng, J. Zhang, R.J. Zhang, Field test of a geogrid-reinforced and floating pile-supported embankment. Geosynth. Int. 23, 348–361 (2016). [Google Scholar]
  11. C. Xu, S. Song, J. Han, Scaled model tests on influence factors of full geosynthetic-reinforced pile-supported embankments. Geosynth. Int. 23, 140–153 (2016). [Google Scholar]
  12. T.A. Pham, K. Wijesuriya, D. Dias, Analytical model for the design of piled embankments considering cohesive soils. Geosynth. Int. 29, 369–388 (2022). [Google Scholar]
  13. C. Zhang, L. Su, G. Jiang, Full-scale model tests of load transfer in geogrid-reinforced and floating pile-supported embankments. Geotext. Geomembr. 50, 896–909 (2022). [Google Scholar]
  14. W.J. Hewlett, M.F. Randolph, Analysis of piled embankments. Int. J. Rock Mech. Min. Sci. Geomech. Abstr. 25, 297–298 (1988). [Google Scholar]
  15. S.J.M. Van Eekelen, A. Bezuijen, A.F. Van Tol, An analytical model for arching in piled embankments. Geotext. Geomembr. 39, 78–102 (2013). [Google Scholar]
  16. A. Salimnezhad, M. Almasraf, Ö. Çinioğlu, F. Çinioğlu, Comparative evaluation of arching mechanisms in low- and high-rise embankments. Turkish J. Civ. Eng. (2025), advanced online publication. [Google Scholar]
  17. M. Almasraf, A. Salimnezhad, B.E. Kelek, Ö. Çinioğlu, S.F. Çinioğlu, A comparative discussion on soil arching evolution in CPS and GRPS embankments, in Geotechnical Engineering Challenges to Meet Current and Emerging Needs of Society (CRC Press, 2024), pp. 295–300. https://doi.org/10.1201/9781003431749-28. [Google Scholar]
  18. C.C. Hird, I.C. Pyrah, D. Russell, S.F. Cinicioglu, Modelling the effect of vertical drains in two-dimensional finite element analyses of embankments on soft ground. Can. Geotech. J. 32, 795–807 (1995). https://doi.org/10.1139/t95-077. [Google Scholar]
  19. H.G. Kempfert, C. Göbel, D. Alexiew, C. Heitz, German recommendations for reinforced embankments on pile-similar elements, in Proceedings of the 3rd European Geosynthetics Conference, EUROGEO 3, Munich, Germany (2004), pp. 279–284. [Google Scholar]
  20. B.K. Low, S.K. Tang, V. Choa, Arching in piled embankments. J. Geotech. Eng. 120, 1917–1938 (1994). [Google Scholar]

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