-هادی‌زاده.ح. و قاسمی. م.، (1399)، "ارزیابی و مقایسه تاثیر ضایعات کیسه پلیمری و تایر فرسوده بر خصوصیات مقاومتی ماسه رس‌دار تثبیت شده با سیمان"، جاده، 28 (105)، صص.69-92.
-صادق‌پور منفرد. م. رحمانی. ا، و آقایی آرایی. ع.، (1400)، "روش‌های گوناگون تثبیت خاک لایروبی و کربناته"، جاده، 29(106)، صص. 42-11.
-احمدی، م. حسنی. آ. و سلیمانی کرمانی. م.ر.، (1394)، "نقش الیاف فلزی بازیافتی از لاستیک خودرو بر بتن حاوی سنگ‌دانه‌های بازیافتی ناشی از نخاله‌های ساختمانی"، تحقیقات بتن، 7 (2)، صص. 68-57.
-صمدیان. م.، (1385)، "گزارش بازیافـت لاسـتیک"، وزارت صـنایع و معادن، معاونت امور تولید.
-ملکی. ع. رمضانیان‌پور. ا. م. و محمودزاده کنی. ا.، (1401)، "بررسی عملکرد مکانیکی و دوامی بتن خودتراکم حاوی سیمان آمیخته چند پوزولانی"، مهندسی عمران مدرس, 22(5).
-رنگرزیان. م. مدندوست. ر. محجوب. ر. رفتاری. م.، (1401)، "بررسی تجربی خواص مهندسی بتن پوزولانی تقویت شده با الیاف و ارزیابی اثر ضربه برآن: مطالعه موردی پوزولان معدنی محلی"، مهندسی سازه و ساخت.
-Afrakoti, M. T. P., Choobbasti, A. J., Ghadakpour, M., & Kutanaei, S. S., (2020), "Investigation of the effect of the coal wastes on the mechanical properties of the cement-treated sandy soil. Construction and Building Materials", 239, 117848.
-Asgari, M., Baghebanzadeh Dezfuli, A., & Bayat, M., (2015), "Experimental study on stabilization of a low plasticity clayey soil with cement/lime", Arabian Journal of Geosciences, 8(3), 1439-1452.
-Bhattacharya, S., Hyodo, M., Goda, K., Tazoh, T., & Taylor, C., (2011), "Liquefaction of soil in the Tokyo Bay area from the 2011 Tohoku (Japan) earthquake", Soil Dynamics and Earthquake Engineering, 31(11), pp.1618-1628.
-Bildirici, M. E., (2019), "Cement production, environmental pollution, and economic growth: evidence from China and USA", Clean Technologies and Environmental Policy, 21(4), pp.783-793.
-Chen, W., Hong, J., & Xu, C., (2015), "Pollutants generated by cement production in China", their impacts, and the potential for environmental improvement. Journal of Cleaner Production, 1, pp.63-69.
-Chenarboni, H. A., Lajevardi, S. H., MolaAbasi, H., & Zeighami, E., (2021), "The effect of zeolite and cement stabilization on the mechanical behavior of expansive soils", Construction and Building Materials, 272, 121630.
-Chu, J., Yan, S., & Zheng, Y., (2006), "Three soil improvement methods and their applications to road construction", Proceedings of the Institution of Civil Engineers-Ground Improvement, 10(3), pp.103-112.
-Davoodi, A., Esfahani, M. A., Bayat, M., & Mohammadyan-Yasouj, S. E., (2021), "Evaluation of performance parameters of cement mortar in semi-flexible pavement using rubber powder and nano silica additives", Construction and Building Materials, 302, 124166.
-Eshaghzadeh, M., Bayat, M., Ajalloeian, R., & Hejazi, S. M., (2021), "Mechanical behavior of silty sand reinforced with nanosilica-coated ceramic fibers", Journal of Adhesion Science and Technology, 35(23), pp.2664-2683.
-Gray, D. H., & Ohashi, H., (1983), "Mechanics of fiber reinforcement in sand. Journal of geotechnical engineering, 109, pp.335-365.
-Hadi Sahlabadi, S., Bayat, M., Mousivand, M., & Saadat, M., (2021), "Freeze–thaw durability of cement-stabilized soil reinforced with polypropylene/basalt fibers", Journal of Materials in Civil Engineering, 33(9), 04021232.
-Hausler, E. A., & Sitar, N., (2001), "Performance of soil improvement techniques in earthquakes", 4th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, San Diego, USA.
-Hejazi, S. M., Sheikhzadeh, M., Abtahi, S. M., & Zadhoush, A., (2012), "A simple review of soil reinforcement by using natural and synthetic fibers", Construction and Building Materials, 30, pp.100-116.
Houston, S. L., Houston, W. N., Zapata, C. E., & Lawrence, C., (2001), "Geotechnical engineering practice for collapsible soils", In Unsaturated soil concepts and their application in geotechnical practice, Springer, pp. 333-355.
-Jaritngam, S., (2003), "Design concept of the soil improvement for road construction on soft clay", Proceedings of the eastern Asia society for transportation studies.
-Jewell, R., & Wroth, C., (1987), "Direct shear tests on reinforced sand", Geotechnique, 37(1), pp.53-68.
-Kamruzzaman, A., Chew, S., & Lee, F., (2009), "Structuration and destructuration behavior of cement-treated Singapore marine clay", Journal of geotechnical and geoenvironmental engineering, 135(4), pp.573-589.
-Li, C., & Zornberg, J. G., (2013), "Mobilization of reinforcement forces in fiber-reinforced soil", Journal of geotechnical and geoenvironmental engineering, 139(1), pp.107-115.
-Michalowski, R. L., & Zhao, A., (1996), "Failure of fiber-reinforced granular soils", Journal of geotechnical engineering, 122(3), pp.226-234.
-Mohammadi, S. D., (2015), "The study of workability of lime on improvement of oil materials contaminated soils around the Tabriz oil refinery", Modares Civil Engineering journal, 15, pp.223-234.
-Nicholson, P. G., (2014), "Soil improvement and ground modification methods", Butterworth-Heinemann".
-Palmeira, E. M., & Milligan, G. W., (1989), "Large scale direct shear tests on reinforced soil", Soils and foundations, 29(1), pp.18-30.
-Saadat, M., & Bayat, M., (2022), "Prediction of the unconfined compressive strength of stabilised soil by Adaptive Neuro Fuzzy Inference System (ANFIS) and Non-Linear Regression (NLR)", Geomechanics and Geoengineering, 17(1), pp.80-91.
-Salehi, M., Bayat, M., Saadat, M., & Nasri, M., (2021), "Experimental study on mechanical properties of cement-stabilized soil blended with crushed stone waste", KSCE Journal of Civil Engineering, 25(6), pp.1974-1984.
-Sanches, G. M., Magalhães, P. S., Remacre, A. Z., & Franco, H. C., (2018), "Potential of apparent soil electrical conductivity to describe the soil pH and improve lime application in a clayey soil. Soil and Tillage Research", 175, pp.217-225.
-Saride, S., Puppala, A. J., & Chikyala, S. R., (2013), "Swell-shrink and strength behaviors of lime and cement stabilized expansive organic clays", Applied Clay Science, 85, pp.39-45.
-Seiphoori, A., & Zamanian, M., (2022), "Improving mechanical behaviour of collapsible soils by grouting clay nanoparticles. Engineering Geology", 298, 106538.
Tang, C., Shi, B., Gao, W., Chen, F., & Cai, Y., (2007), "Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil", Geotextiles and Geomembranes, 25(3), pp.194-202.
-Van Impe, W. F., (1989), "Soil improvement techniques and their evolution".
-Wei, X., & Ku, T., (2020), "New design chart for geotechnical ground improvement: characterizing cement-stabilized sand", Acta Geotechnica, 15(4), pp.999-1011.
-Wong, J. K. H., Kok, S. T., & Wong, S. Y., (2020), "Cementitious, pozzolanic and filler materials for DSM binders", Civ. Eng. J, 6(2), pp.402-417.
-Worrell, E., Price, L., Martin, N., Hendriks, C., & Meida, L. O., (2001), "Carbon dioxide emissions from the global cement industry", Annual review of energy and the environment, 26(1), pp.303-329.
-Xiao, H., Lee, F., Zhang, M., & Yeoh, S., (2013), "Fiber reinforced cement treated clay. Proceedings of the 18th International Conference on Soil Mechanics and Geotechnical Engineering.
M.N. James, W. Choi, T. Abu-Lebdeh, (2011), "use of recycledaggregate and fly ash in concrete pavement", American Journal of Engineering and Applied Sciences, Vol. 2 , No. 4, pp.201-208.
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