Discussion of “influence of fine content on undrained monotonic behavior of carbonate sand”, by E. Ghanbari Alamouti, R. Ziaie Moayed and S. A. Naeini (2023); Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2023.2204484.

References

• Benahmed, N., T.-K. Nguyen, P.-Y. Hicher, and M. Nicolas. 2015. “An Experimental Investigation into the Effects of Low Plastic Fines Content on the Behaviour of Sand/Silt Mixtures.” European Journal of Environmental and Civil Engineering 19 (1): 109–128. https://doi.org/10.1080/19648189.2014.939304
   Web of Science ®Google Scholar
• Cherif Taiba, A., Y. Mahmoudi, W. Baille, T. Wichtmann, and M. Belkhatir. 2021. “Threshold Silt Content Dependency on Particle Morphology (Shape and Size) of Granular Materials: Review with New Evidence.” Acta Geotechnica Slovenica 18 (1): 28–40. https://doi.org/10.18690/actageotechslov.18.1.28-40.2021
   Web of Science ®Google Scholar
• Cherif Taiba, A., Y. Mahmoudi, and M. Belkhatir. 2023a. “Discussion of ‘Influence of Plastic Fines Content on the Liquefaction Susceptibility of Sands: Monotonic Loading’, by Meisam Goudarzy, Debdeep Sarkar, Wolfgang Lieske, Torsten Wichtmann; Acta Geotechnica, Doi.org/10.1007/s11440-021-01283-w.” Acta Geotechnica 18 (5): 2861–2865. https://doi.org/10.1007/s11440-023-01827
   Web of Science ®Google Scholar
• Cherif Taiba, A., Y. Mahmoudi, and M. Belkhatir. 2023b. “Discussion of “Liquefaction Susceptibility of Beach Sand Containing Plastic Fines”, by Hamza Saeed, Zalihe Nalbantoglu & Eris Uygar; Marine Georesources & Geotechnology, DOI: 10.1080/1064119X.2021.2007556.” Marine Georesources & Geotechnology : 1–4. https://doi.org/10.1080/1064119X.2023.2187728
   Web of Science ®Google Scholar
• Cherif Taiba, A., Y. Mahmoudi, L. Hazout, M. Belkhatir, and W. Baille. 2019. “Effects of Gradation on the Mobilized Friction Angle for the Instability and Steady States of Sand-Silt Mixtures: Experimental Evidence.” Acta Geotechnica Slovenica 16 (1): 79–95. https://doi.org/10.18690/actageotechslov.16.1.79-95.2019
   Web of Science ®Google Scholar
• Ghanbari Alamouti, E., R. Ziaie Moayed, and S. A. Naeini. 2023. “Influence of Fine Content on Undrained Monotonic Behavior of Carbonate Sand.” Marine Georesources & Geotechnology : 1–14. https://doi.org/10.1080/1064119X.2023.2204484
   Web of Science ®Google Scholar
• Hazirbaba, K. 2005. “Pore Pressure Generation Characteristics of Sands and Silty Sands: A Strain Approach.” PhD thesis. University of Texas.
   Google Scholar
• Lade, C. D. Liggio, and J. A. Yamamuro. 1998. “Effects of Non Plastic Fines on Minimum and Maximum Void Ratios of Sand.” Geotechnical Testing Journal 21 (4): 336–347. https://doi.org/10.1520/GTJ11373J
   Web of Science ®Google Scholar
• Mahmoudi, Y., A. Cherif Taiba, M. Belkhatir, W. Baille, and T. Wichtmann. 2020. “Characterization of Mechanical Behavior of Binary Granular Assemblies through the Equivalent Void Ratio and Equivalent State Parameter.” European Journal of Environmental and Civil Engineering 26 (7): 2869–2897. https://doi.org/10.1080/19648189.2020.1775708
   Web of Science ®Google Scholar
• Mahmoudi, Y., A. Cherif Taiba, L. Hazout, and M. Belkhatir. 2021. “Friction and Maximum Dilatancy Angles of Granular Soils Incorporating Low Plastic Fines and Depositional Techniques Effects.” European Journal of Environmental and Civil Engineering 26 (15): 7503–7525. https://doi.org/10.1080/19648189.2021.1999334
   Web of Science ®Google Scholar
• Mahmoudi, Y., A. Cherif Taiba, L. Hazout, and M. Belkhatir. 2022. “Comprehensive Laboratory Study on Stress–Strain of Granular Soils at Constant Global Void Ratio: Combined Effects of Fabrics and Silt Content.” Acta Geotechnica 17 (8): 3269–3292. https://doi.org/10.1007/s11440-022-01480-1
   Web of Science ®Google Scholar
• Papadopoulou, A., and T. Tika. 2008. “The Effect of Fines on Critical State and Liquefaction Resistance Characteristics of Non-Plastic Silty Sands.” Soils and Foundations 48 (5): 713–725. https://doi.org/10.3208/sandf.48.713
   Web of Science ®Google Scholar
• Polito, C. P., and J. R. Martin. 2001. “Effects of Non-Plastic Fines on the Liquefaction Resistance of Solids.” Journal of Geotechnical and Geoenvironmental Engineering 127 (5): 408–415. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(408)
   Web of Science ®Google Scholar
• Rahman, M. M. 2009. “Modelling the Influence of fines on Liquefaction Behaviour. In: Department of Civil Engineering.” PhD thesis, University of New South Wales at Australian Defence Force Academy.
   Google Scholar
• Thevanayagam, S., M. Fiorillo, and L. Laing. 2000. “Effect of Nonplastic Fines on Undrained Cyclic Strength of Silty Sands.” ASCE Geotechnical Special Publication: 91–99.
   Google Scholar
• Thevanayagam, S., and G. R. Martin. 2002. “Liquefaction in Silty Soils-Screening and Remediation Issues.” Soil Dynamics and Earthquake Engineering 22 (9–12): 1035–1042. https://doi.org/10.1016/S0267-7261(02)00128-8
   Web of Science ®Google Scholar
• Yang, S. Lacasse, and R. Sandven. 2006. “Determination of the Transitional Fines Content of Mixtures of Sand and Non-Plastic Fines.” Geotechnical Testing Journal 29 (2): 14010. https://doi.org/10.1520/GTJ14010
   Web of Science ®Google Scholar
• Yoshimine, M., and Ishihara, K., 1998. “Flow potential of sand during liquefaction.” Soils Found. 38 (3): 189–198.
   Google Scholar
• Zuo, L., and B. A. Baudet. 2015. “Determination of the Transitional Fines Content of Sand-Non Plastic Fines Mixtures.” Soils and Foundations 55 (1): 213–219. https://doi.org/10.1016/j.sandf.2014.12.017
   Web of Science ®Google Scholar