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Cited article:

Threshold of Saturation Degree of Unsaturated Sand to Cause Liquefaction Considering the Sample Volumetric Strain: Modelization and Experimental Laboratory Investigation

K. H. Tran, Y. Shamas, W. Huang, S. Imanzadeh, S. Taibi, J. M. Fleureau, M. Hattab, H. Souli and E. Rivoalen
Journal of Earthquake Engineering 29 (1) 1 (2025)
https://doi.org/10.1080/13632469.2024.2415083

Effect of saturation on liquefaction potential and residual strength: laboratory investigation

K. H. Tran, S. Imanzadeh, S. Taibi, et al.
European Journal of Environmental and Civil Engineering 26 (15) 7480 (2022)
https://doi.org/10.1080/19648189.2021.1999333

Effect of temperature and initial state on variation of thermal parameters of fine compacted soils

A. Boukelia, H. Eslami, S. Rosin-Paumier and F. Masrouri
European Journal of Environmental and Civil Engineering 23 (9) 1125 (2019)
https://doi.org/10.1080/19648189.2017.1344144

Effect of Cement on the Drying–Wetting Paths and on Some Engineering Properties of a Compacted Natural Clay from Oran, Algeria

Ramzi Djelloul, Souad Amel Bourokba Mrabent, Abdelkader Hachichi and Jean-Marie Fleureau
Geotechnical and Geological Engineering (2017)
https://doi.org/10.1007/s10706-017-0370-1

Elasto-Plasticity of Unsaturated Soils: Laboratory Test Results on a Remoulded Silt

Françoise Geiser, Lyesse Laloui and Laurent Vulliet
Soils and Foundations 46 (5) 545 (2006)
https://doi.org/10.3208/sandf.46.545