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Cited article:

Lagrangian approach for in-depth evaluation of subsurface enhancement: analytical insights and 3D numerical investigation featuring Sand Compaction Piles installed beneath shallow foundations

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Numerical study of Tunis soft soil improved by combined vacuum consolidation and geodrains

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Innovative Infrastructure Solutions 9 (8) (2024)
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Experimental study on a scaled test model of soil reinforced by stone columns

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Experimental Study of Tunis Soft Soil Improved by Deep Mixing Column

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Geotechnical and Geological Engineering 35 (3) 931 (2017)
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Experimental study for the mechanical characterization of Tunis soft soil reinforced by a group of sand columns

Wissem Frikha, Fakhr Tounekti, Wassim Kaffel and Mounir Bouassida
Soils and Foundations 55 (1) 181 (2015)
https://doi.org/10.1016/j.sandf.2014.12.014

Novel tool for optimised design of reinforced soils by columns

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Proceedings of the Institution of Civil Engineers - Ground Improvement 165 (1) 31 (2012)
https://doi.org/10.1680/grim.2012.165.1.31

Experimental study on sand and gravel columns in clay

P. Andreou, W. Frikha, R. Frank, et al.
Proceedings of the Institution of Civil Engineers - Ground Improvement 161 (4) 189 (2008)
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A homogenization method for estimating the bearing capacity of soils reinforced by columns

B. Jellali, M. Bouassida and P. de Buhan
International Journal for Numerical and Analytical Methods in Geomechanics 29 (10) 989 (2005)
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Ultimate Bearing Capacity of Soft Clays Reinforced by a Group of Columns—Application to a Deep Mixing Technique

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Soils and Foundations 44 (3) 91 (2004)
https://doi.org/10.3208/sandf.44.3_91