Numerical analysis of a laboratory-modelled geosynthetic-partially encased columns applied as shallow foundation support in frictional-cohesive soils

Author:

Kumar VinayORCID,Vieira Andrea Maria Pereira,Pierozan R. C.ORCID,Portelinha F. H. M.ORCID

Publisher

Springer Science and Business Media LLC

Reference52 articles.

1. Aboshi H, Ichimoto E, Enoki M, Harada K (1979) The compozer: a method to improve characteristics of soft clays by inclusion of large diameter sand columns. Proceedings of the International Conference on Soil reinforcement, Reinforced Earth and Other Techniques, Paris, vol.1, pp 211-216

2. Albino JL, Pierozan RC, Portelinha FHM (2022) Lateritic soil improved with partially reinforced granular columns using recycled sand and geosynthetics. Int J Geosynth Ground Eng 8:22. https://doi.org/10.1007/s40891-022-00367-1

3. Alkhorshid NR, Araujo GLS, Palmeira EM, Zornberg JG (2019) Large-scale load capacity tests on a geosynthetic encased column. Geotext Geomembr 47(5):632–641. https://doi.org/10.1016/j.geotexmem.2019.103458

4. Alkhorshid NR, Araujo GL, Palmeira EM (2020) Large scale tests on geotextile encased stone columns. In Proc. 4th Pan American Conference on Geosynthetics (pp 1–7). Rio de Janeiro: IGS

5. Alkhorshid NR, Araujo GL, Palmeira EM (2021) Consolidation of soft clay foundation improved by geosynthetic-reinforced granular columns: numerical evaluation. J Rock Mech Geotec Eng 13(5):1173–1181. https://doi.org/10.1016/j.jrmge.2021.03.004

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