References
- Almeida, M. S. S., Marques, M. E. S., Almeida, M. C. F. i Mendonca, M. B. (2008). Performance on two low piled embankments with geogrids at Rio de Janeiro. W Proceedings of the First Pan American Geosynthetics Conference and Exhibition, Cancun, Mexico (strony 1285–1295). Industrial Fabrics Association International.
- Almeida, M. S. S., Ehrlich, M., Spotti A. P. i Marques, M. E. S. (2007). Embankment supported on piles with biaxial geogrids. Proceedings of the Institution of Civil Engineers – Geotechnical Engineering, 160 (4), 185–192.10.1680/geng.2007.160.4.185
- Briançon, L. i Simon, B. (2012). Performance of Pile-Supported Embankment over Soft Soil: Full-Scale Experiment. Journal of Geotechnical and Geoenvironmental Engineering, 138, 551–561.10.1061/(ASCE)GT.1943-5606.0000561
- BS8006-1:2010. Code of practice for strengthened/reinforced soils and other fills. London: British Standards Institution.
- Deutsche Gesellschaft für Geotechnik e.V. [DGGT] (2011). Recommendations for Design and Analysis of Earth Structures using Geosynthethic Reinforcements – EBGEO. Monachium: Deutsche Gesellschaft für Geotechnik e.V./Ernst & Sohn.
- Gajewska, B. i Gajewski, M. (2019a). Approximation method for evaluation of strains and forces in LTP reinforcement of embankments on columns. IOP Conference Series: Materials Science and Engineering, 661 (1), 1–10. doi: 10.1088/1757-899X/661/1/01208910.1088/1757-899X/661/1/012089
- Gajewska, B. i Gajewski, M. (2019b). Reinforced column-supported embankments: an approximation method for evaluating LTP reinforcement. W A. Szwed i i. D. Kamińska (red.), Theoretical foundation of civil engineering. Mechanics of materials and structures (strony 55–74). Warszawa: Oficyna Wydawnicza Politechniki Warszawskiej.
- Hewlett, W. J. i Randolph, M. F. (1998). Analysis of piled embankments. Ground Engineering, 22 (3), 12–18.
- Van Eekelen, S. J. M. (2015). Basal Reinforced Piled Embankments. Experiments, field studies and the development and validation of a new analytical design model (rozprawa doktorska). Technische Universiteit Delft, Delft.
- Van Eekelen, S. J. M., Bezuijen, A. i Tol, A. F. van (2013). An analytical model for arching in piled embankments. Geotextiles and Geomembranes, 39, 78–102.10.1016/j.geotexmem.2013.07.005
- Van Eekelen, S. J. M. i Brugman, M. H. A. (2016). Basal Reinforced Piled Embankments. The Design Guideline. Delft: SBRCURnet/CRC Press.10.1201/9781315389806
- Zaeske, D. (2001). Zur Wirkungsweise von unbewehrten und bewehrten mineralischen Tragschichten über pfahlartigen Gründungselementen. Schriftenreihe Geotechnik der Universität Kassel, 10.