پارامترهای مقاومت فشاری، برشی و داوم در برابر سیکل های ذوب و یخبندان ماسه لای دار بهسازی شده با نانوسیلیس و الیاف بازالت

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Changizi F, Haddad A, “Strength properties of soft clay treated with mixture of nano-SiO2 and recycled polyester fiber”, Journal of Rock Mechanics and Geotechnical Engineering, 2015, 7, 367-378. https://doi.org/10.1016/j.jrmge.2015.03.013

Choobbasti AJ, Samakoosh MA, Kutanaei SS, “Mechanical properties soil stabilized with nano calcium carbonate and reinforced with carpet waste fibers”, Construction and Building Materials, 2019, 211, 1094-1104. https://doi.org/10.1016/j.conbuildmat.2019.03.306

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Ghanizadeh AR, Heidarabadizadeh N, Bayat M, Khalifeh V, “Modeling of unconfined compressive strength and Young's modulus of lime and cement stabilized clayey subgrade soil using Evolutionary Polynomial Regression (EPR)”, International Journal of Mining and Geo-Engineering, 2022, 56 (3), 257-269. 10.22059/ijmge.2022.306688.594858

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Hadi Sahlabadi S, Bayat M, Mousivand M, Saadat M, “Freeze-thaw durability of cement-stabilized soil reinforced with polypropylene/basalt fibers”, Journal of Materials in Civil Engineering, 2021, 33, 04021232. https://doi.org/10.1061/(asce)mt.1943-5533.0003905

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