Open Access
| Issue |
E3S Web Conf.
Volume 368, 2023
4th African Regional Conference on Geosynthetics (GeoAfrica 2023)
|
|
|---|---|---|
| Article Number | 02023 | |
| Number of page(s) | 8 | |
| Section | TECHNICAL PAPERS: Reinforcement | |
| DOI | https://doi.org/10.1051/e3sconf/202336802023 | |
| Published online | 17 February 2023 | |
- J. Wehr, M. Topolnicki, W. Sondermann “Design risks of ground improvement methods including rigid inclusions”, in Proc. of the 18th Southeast Asian Geotechnical Conference, 18SEAGC, 29–31 May 2012, Singapore [Google Scholar]
- R. Szepesházi, I. Honti, P. Schell, Á. Wolf, A. Mahler, Zs. Szilvágyi, K. Lődör, B. Móczár, A. Szepesházi, E. Koch, Geotechnikai végeselemes modellezés. Budapest: Section for Geotechnical Engineering of the Hungarian Chamber of Engineers, 2018 [Google Scholar]
- I. Kádár, T. Szatmári, J. van den Berg, D. Woods “Comparison of deep foundation solutions for embankments with sensitivity analysis using finite element method” in Proc. of 6th European Geosynthetics Congress, EuroGeo6, 25–28 Sept. 2016, Ljubljana, Slovenia [Google Scholar]
- E. Koch “Töltésalapozási eljárások modellezése,” Ph.D dissertation, Multidisc. Doct. Sch. of Eng. Sci., Széch. I. Univ., Győr, Hungary, 2012 [Google Scholar]
- S. Hansbo “Consolidation of fine-grained soils by prefabricated drains” in Proc. of the 10th International Conference on Soil Mechanics and Foundation Engineering, 10ICSMFE, 15–19 June 1981, Stockholm, Sweden [Google Scholar]
- M. A. B. Ladin, F. I. Jaimin, N. A. Taha, L. Gungat, A. K. Mirasa, S. B. Idris, Int. J. Recent Technol. Eng. 9 4 (2020) [Google Scholar]
- ASIRI National Project (2012). Recommendations for the Design, Construction and Control of Rigid Inclusion Ground Improvements. Retrieved from Presses des Ponts, Paris (France) [Google Scholar]
- S. J. M. van Eekelen, A. Bezuijen, A. F. van Tol, Geotext. Geomembr. 39 (2013) [Google Scholar]
- C. Bohn, “Serviceability and safety in the design of rigid inclusions and combined pile-raft foundations,” Ph.D dissertation, Civil Eng., Univ. Paris-Est. France; Techn. Univ. Darmstadt, Germany 2015 [Google Scholar]
- J. Collin, J. Han, J. Huang “Recent Development of Geosynthetic Reinforced Column-Supported Embankments” in Proc. of 55th Highway Geology Symposium, 7–10 Sept. 2004, Kansas City, Missouri, USA [Google Scholar]
- S. J. M. van Eekelen, H. L. Jansen, P. G. van Duijnen, M. De Kant, J. H. van Dalen, M. H. A. Brugman, A. E. C. van der Stoel, M. G. J. M. Peters “The Dutch design guideline for piled embankments” in Proc. of the 9th International Conference on Geosynthetics, 9ICG, 22–28 May 2010, Guaruja, Brazil [Google Scholar]
- S. J. M. van Eekelen, L. Vollmert “The design guideline basal reinforced piled embankments; The Dutch CUR226:2016 and the German EBGEO:2010; A comparison of design models and safety approaches” in Proc. of the 11th International Conference on Geosynthetics, 11ICG, 16–21 Sept. 2018, Seoul, South Korea [Google Scholar]
- S. J. M. van Eekelen, Procedia Eng. 143 (2016) [Google Scholar]
- S. J. M. van Eekelen, A Bezuijen, A. F. van Tol, Geotext. Geomembr. 29 3 (2011) [Google Scholar]
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