-آقاییآرایی، عطا، قضاوی، محمود. لشنی زند، فرشاد. رحمانی، ایرج (1402). مدول برجهندگی تحت تنشهای راه و باند برای خاک اساس اصلاح شده با سیمان و آهک. نشریه امیرکبیر، دوره 55، شماره 10، 8-7.
-منصورزاده، سید محمد محبوبی اردکانی و آقایی آرایی، عطا (1401). ارزیابی مقاومت فشاری و رفتار تنش-کرنش لایه اساس حاوی تراشه آسفالت. نشریه پژوهشنامه حمل و نقل، دوره 20، شماره 2، 146-129.
-AASHTO T307. (2017). Standard Method of Test for Determining the Resilient Modulus of Soils and Aggregate Materials. American Association of state Highway and Transportaton Officials, Washington , DC.
-Arabani, M., & Haghsheno, H. (2020). The Effect of Polymeric Fibers on the Mechanical Properties of Cement-Stabilized Clay Soils in Northern Iran. International Journal of Geotechnical Engineering, 14(5), 557–568. doi.org/10.1080/19386362.2019.1658057
-ASTM D854. (2006). Standard Test Methods for of Soil Specific Gravity Solids by Water Pycnometer. Int West Conshohocken,Pa.
-ASTM D6913. (2009). Standard Test Methods for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. Int West Conshohocken, Pa.
-ASTM D1883. (2010). Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils. Int West Conshohocken, Pa.
-ASTM D1633. (2010). Standard Test Methods for Compressive Strength of Molded Soil-Cement Cylinders. Int West Conshohocken, Pa.
-ASTM D1557. (2010). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)). Int West Conshohocken,Pa .
-ASTM D559. (2011). Standard Test Methods for Wetting and Drying Compacted Soil-Cement Mixtures. Int West Conshohocken, Pa.
-ASTM D560. (2015). Standard Test Methods for Freezing and Thawing Compacted Soil-Cement Mixtures. Int West Conshohocken ,Pa.
-ASTM D7928. (2016). Standard Test Method for Particle-Size Distribution (Gradation) of Fine-Grained Soils Using the Sedimentation (Hydrometer) Analysis. Int West Conshohocken, Pa.
-ASTM D496. (2017). Standard specification for splitting tensile strength of cylindrical concrete specimens. Int West Conshohocken, Pa.
-ASTM D4318. (2018). Standards,for Liquid Limit, Plastic Limit, and Plasticity Index of Soils This c of soils. Int West Conshohocken, Pa.
-BHRC Report. (2020). Assessment Effect of Polymer-Mineral Nicoflok Additive on Soil Stabilized by Cement as a Material in Roads and Airport Runways Application (persion). In Road, Housing and Urban Development Research Center.
-Biswal, D. R., Sahoo, U. C., & Dash, S. R. (2020). Mechanical characteristics of cement stabilised granular lateritic soils for use as structural layer of pavement. Road Materials and Pavement Design, 21(5), 1201–1223. doi.org/10.1080/14680629.2018.1545687
-Chen, W. B., Weiqiang, F., & Yin, J. H. (2019). Effects of water content on resilient modulus of a granular material with high fines content. Construction and Building Materials, 236,117542. doi.org/10.1016/j.conbuildmat.2019.117542
-Chittoori, B. C. S., Puppala, A. J., & Pedarla, A. (2018). Addressing Clay Mineralogy Effects on Performance of Chemically Stabilized Expansive Soils Subjected to Seasonal Wetting and Drying. Journal of Geotechnical and Geoenvironmental Engineering, 144(1), 1–12. doi.org/10.1061/(asce)gt.1943-5606.0001796
-Gowthaman, S., Nakashima, K., & Kawasaki, S. (2022). Effect of wetting and drying cycles on the durability of bio-cemented soil of expressway slope. International Journal of Environmental Science and Technology, 19(4), 2309–2322.
doi.org/10.1007/s13762-021-03306-1
-Guan, Y., Zhang, Z., Zhang, X., & J Zhu. (2020). Effect of superabsorbent polymer on mechanical properties of cement stabilized base and its mechanism. Transportation Safety and Environment, 2(1),58-68.
-Hanifa, K., Abu-farsakh, M. Y., & Gautreau, G. P. (2015). Design Values of Resilient Modulus for Stabilized and Non-Stabilized Base. Report No. FHWA/LA.14/521.
-Hata, T., Clarà Saracho, A., GuhaRay, A., & Haigh, S. K. (2022). Strength Characterization of Cohesionless Soil treated with Cement and Polyvinyl Alcohol. Soils and Foundations, 62:101238. doi.org/10.1016/j.sandf.2022.101238
-Jahandari, S., Saberian, M., Tao, Z., Mojtahedi, S. F., Li, J., Ghasemi, M., Rezvani, S. S., & Li, W. (2019). Effects of saturation degrees, freezing-thawing, and curing on geotechnical properties of lime and lime-cement concretes. Cold Regions Science and Technology, 160, 242–251. doi.org/10.1016/j.coldregions.2019.02.011
-Liu, H., Sun, S., Wei, H., & Li, W. (2022). Effect of freeze-thaw cycles on static properties of cement stabilised subgrade silty soil. International Journal of Pavement Engineering, 23(11), 3770–3782. doi.org/10.1080/10298436.2021.1919306
-Liu, X., Zhang, X., Wang, H., & Jiang, B. (2019). Laboratory testing and analysis of dynamic and static resilient modulus of subgrade soil under various influencing factors. Construction and Building Materials, 195, 178–186. doi.org/10.1016/j.conbuildmat.2018.11.061
-Ministry of roads and transportation. (2003). Iran Highway Asphalt Paving code No.234. (Persian).
-Nasiri, M., Lotfalian, M., Modarres, A., & Wu, W. (2016). Optimum utilization of rice husk ash for stabilization of sub-base materials in construction and repair projects of forest roads. Croatian Journal of Forest Engineering, 37(2), 333–343.
-Pitthaya, J., Panich, V., & Suksun, H. (2015). Flexural Strength Characteristics of Compacted Cement-Polypropylene Fiber Sand. Journal of Materials in Civil Engineering, 27(9). doi.org/10.1061/(ASCE)MT.19435533.0001205
-Ricardo, A. A., S., O. P., & G., S. K. (2007). Estimation of a Resilient Modulus Model for Cohesive Soils Using Joint Estimation and Mixed Effects. Journal of Geotechnical and Geoenvironmental Engineering, 133(8), 984–994. doi.org/10.1061/(ASCE)10900241(2007)133:8 (984)
-Sheikhi, S., Zare, P., Abbaspour, M., Fahimifar, A., & Siddiqua, S. (2021). Evaluation of fiber-reinforced and cement-stabilized rammed-earth composite under cyclic loading. Construction and Building Materials, 296, 123746.
-Solanki, P., Zaman, M. M., & Dean, J. (2010). Resilient Modulus of Clay Subgrades Stabilized with Lime, Class C Fly Ash, and Cement Kiln Dust for Pavement Design. Transportation Research Record, 2186(1), 101–110. doi.org/10.3141/2186-11
-Soldo, A., & Miletic, M. (2022). Durability against Wetting-Drying Cycles of Sustainable Biopolymer-Treated Soil. Polymers, 14 (19). doi.org/10.3390/polym14194247
-Su, Y., Cui, Y.-J., Dupla, J.-C., & Canou, J. (2021). Effect of water content on resilient modulus and damping ratio of fine/coarse soil mixtures with varying coarse grain contents. Transportation Geotechnics, 26, 100452. doi.org/10.1016/j.trgeo.2020.100452
-Udomchai, A., Buritatum, A., Suddeepong, A., Hoy, M., Horpibulsuk, S., Arulrajah, A., & Horpibulsuk, J. (2021). Evaluation of durability against wetting and drying cycles of cement-natural rubber latex stabilised unpaved road under cyclic tensile loading. International Journal of Pavement Engineering, 23(12), 4442-4453. doi.org/10.1080/10298436.2021.1950719
-Wu, M., Gaspard, K., Louay, P., Mohammad, N., Author, C., & wu, Z. (2003). Laboratory Mechanistic Evaluation of Soil Cement Mixtures with Fibrillated-polypropylene-fibers.
-Xuan, D. X., Houben, L. J. M., Molenaar, A. A. A., & Shui, Z. H. (2012). Mechanical properties of cement-treated aggregate material - A review. Materials and Design, 33(1), 496–502. doi.org/10.1016/j.matdes.2011.04.055
-Yazdandoust, F., & Yasrobi, S. S. (2010). ffect of cyclic wetting and drying on swelling behavior of polymer-stabilized expansive clays. Applied ClayScience, 50(4), 461–468.doi.org/10.1016/j.clay.2010.09.006
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