[1] Zabihi Samani, M., Dolati, P., Babaei, Z., & Daryabari, M. (2022). Investigation of clay of rey town improvement with glass fibers and its effect on reducing the settling of strip foundations. Journal of Structural and Construction Engineering, 9(6), 81-107. doi: 10.22065/jsce.2021.300156.2535.
[2] Amelsakhi, M., Yousefi, R., Amooei, A. A. & Karimi, A. (2022). Experimental Study on the Effect of Adding Polypropylene Fibers on Soil Stabilized by Cement and Zeolite Replacement. Amirkabir Journal of Civil Engineering, 54(4), 1553-1572. doi: 10.22060/ceej.2021.19689.7236.
[3] Maheepala, M. M. A. L. N., Nasvi, M. C. M., Robert, D. J., Gunasekara, C., & Kurukulasuriya, L. C. (2024). Mix optimization for expansive soil stabilized with a novel waste material-based geopolymerization approach. Canadian Geotechnical Journal, 61(10), 2180-2205. doi: 10.1139/cgj-2023-0271.
[4] Gupta, G., Sood, H., & Gupta, P. K. (2024). Economic and environmental assessment of industrial wastes stabilized clay and sand soil subgrades using experimental and theoretical approaches. Construction and Building Materials, 422, 135787. doi: 10.1016/j.conbuildmat.2024.135787.
[5] Salimi, K., & Ghazavi, M. (2021). Soil reinforcement and slope stabilisation using recycled waste plastic sheets. Geomechanics and Geoengineering, 16(6), 497-508. doi: 10.1080/17486025.2019.1683620.
[6] Naik, R., Kumar, S., & Saha, G. (2024). Novel framework for assessing economic viability and environmental impacts: Use of waste products in soil stabilization. Construction and Building Materials, 411, 134329. doi: 10.1016/j.conbuildmat.2023.134329.
[7] Yu, H., Joshi, P., Lau, C., & Ng, K. (2024). Novel application of sustainable coal-derived char in cement soil stabilization. Construction and Building Materials, 414, 134960. doi: 10.1016/j.conbuildmat.2024.134960.
[8] Ohadian, A., Khayat, N., & Mokhberi, M. (2024). Microstructural analysis of marl stabilized with municipal solid waste and nano-MgO. Journal of Rock Mechanics and Geotechnical Engineering, 16(8), 3258-3269. doi: 10.1016/j.jrmge.2023.09.038.
[9] Ghazavi, M., & Alimohammadi, F. (2023). Shear behavior of waster tire chip-sand mixtures using direct shear tests. In New Horizons in Earth Reinforcement (pp. 345-350). CRC Press.
[10] Tang, P., Javadi, A. A., & Vinai, R. (2024). Sustainable utilisation of calcium-rich industrial wastes in soil stabilisation: Potential use of calcium carbide residue. Journal of Environmental Management, 357, 120800. doi: 10.1016/j.jenvman.2024.120800.
[11] Yousefi, R., Amooei, A. A., Karimi, A. and Amelsakhi, M. (2023). Environmental Effect of Adding Zeolite and Sawdust on the Unconfined Strength of Stabilized Soil by Cement. Amirkabir Journal of Civil Engineering, 54(11), 4287-4306. doi: 10.22060/ceej.2022.20693.7502
[12] Shakil, M., Nazar, S., Ameen, H. F. M., Shahzad, A., & Ahmad, F. (2025). A comparative study of ground granulated blast furnace slag and bagasse ash incorporation on enhancing mechanical properties of expansive soil. Results in Engineering, 25, 103569. doi: 10.1016/j.rineng.2024.103569
[13] Parhizkar, A., Nazarpour, A., & Khayat, N. (2024). Investigation of geotechnical and microstructure characteristics of gypsum soil using ground granulated blast-furnace slag (GGBS), fly ash, and lime. Construction and Building Materials, 418, 135358. doi: 10.1016/j.conbuildmat.2024.135358.
[14] Beygi, L., & Khazaei, J. (2024). Soft clay eco-friendly improvement by ground granulated blast furnace slag and quicklime. Geotechnical and Geological Engineering, 42(3), 2061-2074. doi: 10.1007/s10706-023-02661-9.
[15] Zheng, P., Li, W., Ma, Q., & Xi, L. (2023). Mechanical properties of phosphogypsum-soil stabilized by lime activated ground granulated blast-furnace slag. Construction and Building Materials, 402, 132994.
doi: 10.1016/j.conbuildmat.2023.132994.
[16] Ebailila, M., Kinuthia, J., Oti, J., & Al-Waked, Q. (2022). Sulfate soil stabilisation with binary blends of lime–silica fume and lime–ground granulated blast furnace slag. Transportation Geotechnics 37, 100888. doi: 10.1016/j.trgeo.2022.100888.
[17] Darsi, B. P., Molugaram, K., & Madiraju, S. V. H. (2021). Subgrade black cotton soil stabilization using ground granulated blast-furnace slag (GGBS) and lime, an inorganic mineral. Environmental Sciences Proceedings, 6(1), 15. doi: 10.3390/ iecms2021-09390.
[18] Behera, C. K., & Senapati, S. (2021). Soil Stabilization by Industrial Waste (GGBS and Stone Dust). International Journal of Engineering Research and Technology 10(9), 409-415. doi: 10.17577/IJERTV10IS090154.
[19] Zamanian, M., Hassanvandian, M., & Noorzad, A. (2022). Stabilizing rammed earth walls as a sustainable construction method with eco-friendly material: a case study. Journal of Structural and Construction Engineering, 9(10), 122-135. doi: 10.22065/jsce.2022.304317.2569.
[20] Sajedi, S. F., & Ahmadi, M. (2021). Experimental evaluation of slag application of Ahvaz steel plant in fixing bed of east sixth bridge in Ahvaz. Journal of Structural and Construction Engineering, 8(9), 277-288. doi: 10.22065/jsce.2020.221138.2089.
[21] De Brito, J., Thomas, C., Medina, C., & Agrela, F. (2021). Waste and Byproducts in Cement-Based Materials: Innovative Sustainable Materials for a Circular Economy. Woodhead Publishing, 283-334.
[22] Zainab, S. A. K., Zainab, A. M., Jafer, H., Dulaimi, A. F., & Atherton, W. (2018). The effect of using fluid catalytic cracking catalyst residue (FC3R) "as a cement replacement in soft soil stabilisation". International Journal of Civil Engineering and Technology, 9(4), 522-533.
[23] Kori, S., & Shah, M. (2022). Assessment of Pozzolanic Reaction and Resulting Strength of Dune Sand Stabilized with Cement Supplementary Pozzolanic Waste Materials. Journal of Civil, Construction and Environmental Engineering, 7(6), 118-124.
[24] ASTM Standard D 422, (2002). Standard Test Method for Particle-Size Analysis of Soils. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[25] ASTM Standard D 4318, (2000). Standard Test Method for Liquid Limit, Plastic Limit, and Plasticity Index of Soils. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[26] ASTM Standard D 854, (2002). Standard Test Method for Specific Gravity of Soil Solids by Water Pycnometer. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[27] ASTM Standard D 698, (2007). Standard Test Method for Laboratory Compaction Characteristics of Soil Using Standard Effort. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[28] ASTM Standard D 3080, (2011). Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[29] ASTM Standard D 1883, (1999). Standard Test Method for California Bearing Ratio of Laboratory-Compacted Soils. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[30] ASTM Standard D 2435, (2011). Standard Test Methods for One-Dimensional Consolidation Properties of Soils Using Incremental Loading. American Society of Testing and Materials, West Conshohocken, Pennsylvania, USA.
[31] Fathi, R., Elyasi, M., & Khazaei, J. (2024). Investigating and studying the effect of Montmorillonite Nanoclay on consolidation and strength behavior of soft and loose fine-grained soil (Case study: fine-grained soil of Kermanshah Faculty of Agriculture). Amirkabir Journal of Civil Engineering, 55(12), 2441-2472. doi: 10.22060/ceej.2023.22016.7880 .
[32] Akbari, H. R., Sharafi, H., & Goodarzi, A. R. (2021). Effect of polypropylene fiber and nano-zeolite on stabilized soft soil under wet-dry cycles. Geotextiles and Geomembranes, 49(6), 1470-1482. doi: 10.1016/j.geotexmem.2021.06.001.
