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This article has been cited by the following article(s):
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
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