Open Access
| Issue |
E3S Web Conf.
Volume 368, 2023
4th African Regional Conference on Geosynthetics (GeoAfrica 2023)
|
|
|---|---|---|
| Article Number | 02014 | |
| Number of page(s) | 8 | |
| Section | TECHNICAL PAPERS: Barriers and Hydraulics | |
| DOI | https://doi.org/10.1051/e3sconf/202336802014 | |
| Published online | 17 February 2023 | |
- M. Kili, les aquifers profonds du basin Rharb (Maroc) Géometrie, Bilan et modélisation. These d’état Es-Sciences. Université Ibn Tofail Kneitra (2007). [Google Scholar]
- M. Rezania, M. Bagheri, MM. Nezhad, M. Sivasithamparam, Creep analysis of an earth embankment on soft soil deposit with and without PVD improvement, Geotext Geomemb, 45: 537–547 (2017) [Google Scholar]
- A. Parsa-Pajouh, F. Behzad, V. Philippe, K. Hadi, Trial embankment analysis to predict smear zone characteristics induced by prefabricated vertical drain installation, Geotech Geol Eng 32(5):1187–1210 (2014). [CrossRef] [Google Scholar]
- F. Tschuchnigg, HF. Schweiger, Embankment prediction and back analysis by means of 2D and 3D finite element analysis, comput Geotech 93:104–114 (2018). [CrossRef] [Google Scholar]
- A.H. Mridakh, F. Lahlou, H, Ejjaaouani, A. Mridekh, H, Labied, Soil improvement of alluvial Deposits under High-speed railway Embankment: Field Case study, Geotech Geol Eng 37(5):3589–3603 (2019). [CrossRef] [Google Scholar]
- A.H. Mridakh, H, Ejjaaouani, N, Ba-phu,.F.Lahlou, H, Labied, Soft soil behavior under high-speed railway embankment loading using numerical modelling, Geotech Geol Eng 40(11) (2022). [Google Scholar]
- A.H. Mridakh, F.Lahlou, H. Ejjaaouani, H, Labied, Lessons learned from the Moroccan high speed railway embankment constructed on soft soils, Proceedings of the 20th international conference on soil mechanics and geotechnical engineering (2022). [Google Scholar]
- B. Indraratna, I.W. Redana, Plan strain modeling of smear effects associated with vertical drains.J. Geotech.Eng., ASCE, Vol. 123, No.5, 474–478 (1997). [Google Scholar]
- D.T, Bergado, J.C, Chai, H.O. Abiera, M.C. Alfaro, A.S. Balasubramaniam. Interaction between cohesivefrictional soil and various grid reinforcements. Geotextiles and Geomembranes, 12(4): 327–349 (1993) [CrossRef] [Google Scholar]
- C.C. Hird, C.I., Pyrah, D. Russel, Finite element modelling of vertical drains beneath embankment on soft ground. Geotechnique, Vol. 42, No.3, 499–511 (1992). [CrossRef] [Google Scholar]
- S, Hansbo, Consolidation of clay by band-shaped prefabricated drains. Ground Eng., Vol. 12, No.5, 16–25 (1979). [Google Scholar]
- J .C. Chai, S.L, Shen, N, Miura, D.T. Bergato, Simple method of modeling PVD improved subsoil.J. Geotech. Geoenviron. Eng. ASCE 127(11), 965–972 (2001). [CrossRef] [Google Scholar]
- Vermeer, P.A. Vermeer, H.P. Neher. A soft soil model that account for creep. Beyond 2000 in computational geotechnics, Balkema, pp. 249–261(1999). [Google Scholar]
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