Open Access
| Issue |
E3S Web Conf.
Volume 644, 2025
EUROGEO 8 - 8th European Conference on Geosynthetics
|
|
|---|---|---|
| Article Number | 04001 | |
| Number of page(s) | 10 | |
| Section | Design and Modelisation | |
| DOI | https://doi.org/10.1051/e3sconf/202564404001 | |
| Published online | 01 September 2025 | |
- B. Le Hello, P. Villard, Embankments reinforced by piles and geosynthetics— Numerical and experimental studies dealing with the transfer of load on the soil embankment, Eng. Geol. 106, 1, 78–91 (2009). doi: 10.1016/j.enggeo.2009.03.001. [Google Scholar]
- L. Briançon, B. Simon, Performance of pile-supported embankment over soft soil: Full-scale experiment, J. Geotech. Geoenvironmental Eng. 138, 4, 551–561 (2012). doi: 10.1061/(ASCE)GT.1943-5606.0000561. [Google Scholar]
- S. J. M. van Eekelen, A. Bezuijen, H. J. Lodder, A. F. van Tol, Model experiments on piled embankments. Part I, Geotext. Geomembr. 32, 69–81, (2012). doi: 10.1016/j.geotexmem.2011.11.002. [Google Scholar]
- S. J. M. Eekelen, M. H. A. Brugman, Eds., Design Guideline Basal Reinforced Piled Embankments, London., 2016. doi: 10.1201/9781315389806. [Google Scholar]
- L. Briançon, L. Thorel, B. Simon, Experimental study of pile-supported embankment in the framework of the French research project ASIRI+, in Proceedings of the 5th International Conference on Transportation Geotechnics (ICTG) 2024, Volume 8, C. Rujikiatkamjorn, J. Xue, and B. Indraratna, Eds., Singapore: Springer Nature, 2025, pp. 269–277. doi: 10.1007/978-981-97-8241-3_27. [Google Scholar]
- T. Lee, S. H. Lee, I. W. Lee, Y.-H. Jung, Lessons from full-scale experiments on piled embankments with different geosynthetic reinforcements, KSCE J. Civ. Eng.. 25, 2, 442–450 (2021), doi: 10.1007/s12205-020-0625-x. [Google Scholar]
- F. Lian, Z. Liu, J. Xu, Q. Wang, X. H. Hu, H. Wu, Field Study of Improvement Mechanism of Geogrid-Reinforced and Pile-Supported Embankment, Appl. Mech. Mater., 587–589,. 928–933 (2014), doi: 10.4028/www.scientific.net/AMM.587-589.928. [Google Scholar]
- M. A. Nunez, L. Briançon, D. Dias, Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches, Eng. Geol., 153, 53–67 (2013). doi: 10.1016/j.enggeo.2012.11.006. [Google Scholar]
- J. A. Sloan, Column-supported embankments: Full-scale tests and design recommendations (2011), Accessed: Dec. 18, 2024. [Online]. Available: http://hdl.handle.net/10919/27931 [Google Scholar]
- 1S. J. M. van Eekelen, A. Bezuijen, H. J. Lodder, A. F. van Tol, Model experiments on piled embankments. Part I, Geotext. Geomembr. 32, 69–81 (2012). doi: 10.1016/j.geotexmem.2011.11.002. [Google Scholar]
- S. J. M. Van Eekelen, J. Han, Geosynthetic-reinforced pile-supported embankments: state of the art, Geosynth. Int., 27, 2, 112–141, (2020). doi: 10.1680/jgein.20.00005. [Google Scholar]
- Itasca Consulting Group Inc., FLAC3D (Fast Lagrangian Analysis of Continua in 3 Dimensions), Version 9.0. Minneapolis, MN, USA, 2024. [Online]. Available: https://www.itascacg.com/software/flac3d [Google Scholar]
Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.
Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.
Initial download of the metrics may take a while.