Open Access
| Issue |
E3S Web Conf.
Volume 644, 2025
EUROGEO 8 - 8th European Conference on Geosynthetics
|
|
|---|---|---|
| Article Number | 03005 | |
| Number of page(s) | 6 | |
| Section | Reinforcement Applications | |
| DOI | https://doi.org/10.1051/e3sconf/202564403005 | |
| Published online | 01 September 2025 | |
- BS8006-1, “Code of practice for strengthened/reinforced soils and other fills,” 2010, British Standards Institution. [Google Scholar]
- ASIRI, “Recommandations pour le dimensionnement, l’execution et le controle de l’amelioration des sols de fondation par inclusions rigides,” 2012, ISBN 978-2-85978462-1. [Google Scholar]
- EBGEO, Empfehlungen für den Entwurf und die Berechnung von Erdkörpern mit Bewehrungen aus Geokunststoffen EBGEO. Weinheim, Germany: Wiley-VCH Verlag GmbH & Co. KGaA, 2010. doi: 10.1002/9783433600597. [Google Scholar]
- V. Mangraviti, L. Flessati, and C. di Prisco, “Mathematical modelling of the mechanical response of geosynthetic‐reinforced and pile‐supported embankments,” Int J Numer Anal Methods Geomech, vol. 47, no. 13, pp. 2438–2466, Sep. 2023, doi: 10.1002/nag.3586. [Google Scholar]
- V. Mangraviti, L. Flessati, and C. di Prisco, “Geosynthetic-reinforced and pilesupported embankments: theoretical discussion of finite difference numerical analyses results,” European Journal of Environmental and Civil Engineering, pp. 1–27, Apr. 2023, doi: 10.1080/19648189.2023.2190400. [Google Scholar]
- V. Mangraviti, L. Flessati, and C. di Prisco, “Modelling the Development of Settlements of Earth Embankments on Piled Foundations,” in Lecture Notes in Civil Engineering, vol. 126, M. Barla, A. Di Donna, and D. Sterpi, Eds., Cham: Springer International Publishing, 2021, pp. 811–816. doi: 10.1007/978-3-030-64518-2_96. [Google Scholar]
- V. Mangraviti, “Displacement-Based Design of Geosynthetic-Reinforced PileSupported Embankments to Increase Sustainability,” M. Antonelli and G. Della Vecchia, Eds., Cham: Springer International Publishing, 2022, pp. 83–96. doi: 10.1007/978-3-030-99593-5_7. [Google Scholar]
- Y. I. Oh and E. C. Shin, “Reinforcement and arching effect of geogrid-reinforced and pile-supported embankment on marine soft ground,” Marine Georesources and Geotechnology, vol. 25, no. 2, pp. 97–118, 2007, doi: 10.1080/10641190701359591. [Google Scholar]
- L. Briançon and B. Simon, “Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment,” Journal of Geotechnical and Geoenvironmental Engineering, vol. 138, no. 4, pp. 551–561, Apr. 2012, doi: 10.1061/(ASCE)GT.1943-5606.0000561. [Google Scholar]
- M. P. McGuire, “Critical height and surface deformation of column-supported embankments,” Virginia Polytechnic Institute and State University, 2011. [Online]. Available: https://theses.lib.vt.edu/theses/available/etd-11142011-113910/ [Google Scholar]
- R. K. Rowe and K. W. Liu, “Three-dimensional finite element modelling of a full-scale geosynthetic-reinforced, pile-supported embankment,” Canadian Geotechnical Journal, vol. 52, no. 12, pp. 2041–2054, May 2015, doi: 10.1139/cgj-2014-0506. [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.

