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Prediction of the settlement associated with construction on soft clay improved using rigid inclusions considering the installation effect

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Innovative Infrastructure Solutions 8 (2) (2023)
https://doi.org/10.1007/s41062-023-01047-3

Effects of pozzolana addition and geogrid reinforcement of lateritic clays in the sub-Saharan zone (West Cameroon): Implications for road construction

Jean Francis Lobe Bille, Arnaud Ngo’o Ze, Vincent Laurent Onana and Georges Emmanuel Ekodeck
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https://doi.org/10.1007/s10064-022-02743-7

The boundary between deep foundations and ground improvement

Babak Hamidi, Frederic Masse, Jerome Racinais and Serge Varaksin
Proceedings of the Institution of Civil Engineers - Geotechnical Engineering 169 (2) 201 (2016)
https://doi.org/10.1680/jgeen.15.00062

Behavior of Compacted Lime — (Well-graded) Soil columns: Large scale tests and numerical modelling

Mohammad Reza Malekpoor and Gholamreza Poorebrahim
KSCE Journal of Civil Engineering 19 (4) 893 (2015)
https://doi.org/10.1007/s12205-013-1341-6

Analyses of a pile-supported embankment over soft clay: Full-scale experiment, analytical and numerical approaches

M.A. Nunez, L. Briançon and D. Dias
Engineering Geology 153 53 (2013)
https://doi.org/10.1016/j.enggeo.2012.11.006

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N. MATTSSON, A. MENORET, C. SIMON and M. RAY
Géotechnique 63 (11) 965 (2013)
https://doi.org/10.1680/geot.12.P.166

Investigation of Load-Transfer Mechanisms in Geotechnical Earth Structures with Thin Fill Platforms Reinforced by Rigid Inclusions

B. Chevalier, P. Villard and G. Combe
International Journal of Geomechanics 11 (3) 239 (2011)
https://doi.org/10.1061/(ASCE)GM.1943-5622.0000083

Multiphase Constitutive Model for the Design of Piled-Embankments: Comparison with Three-Dimensional Numerical Simulations

Ghazi Hassen, Daniel Dias and Patrick de Buhan
International Journal of Geomechanics 9 (6) 258 (2009)
https://doi.org/10.1061/(ASCE)1532-3641(2009)9:6(258)

Soft Ground Improvement by Vertical Rigid Piles Two-Dimensional Physical Modelling and Comparison with Current Design Methods

Orianne Jenck, Daniel Dias and Richard Kastner
Soils and Foundations 45 (6) 15 (2005)
https://doi.org/10.3208/sandf.45.15