بررسی تاثیر مشخصات سنگدانه بر عملکرد سایش سطحی روسازی بتن غلتکی

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[2] Solis-Carcaño, R., & Moreno, E. I. (2008). Evaluation of concrete made with crushed limestone aggregate based on ultrasonic pulse velocity. Construction and Building Materials, 22(6), 1225-1231.

[3]Kumar, S., Gupta, R. C., & Shrivastava, S. (2016). Strength, abrasion and permeability studies on cement concrete containing quartz sandstone coarse aggregates. Construction and Building Materials, 125, 884-891.

[4]Thomas, B. S., Kumar, S., Mehra, P., Gupta, R. C., Joseph, M., & Csetenyi, L. J. (2016). Abrasion resistance of sustainable green concrete containing waste tire rubber particles. Construction and Building Materials, 124, 906-909.

[5] Abid, S. R., Hilo, A. N., Ayoob, N. S., & Daek, Y. H. (2019). Underwater abrasion of steel fiber-reinforced self-compacting concrete. Case Studies in Construction Materials, 11, e00299.

[6] Rashad, A. M. (2013). A preliminary study on the effect of fine aggregate replacement with metakaolin on strength and abrasion resistance of concrete. Construction and Building Materials, 44, 487-495.

[7] Atiş, C. D.(2002) “High volume fly ash abrasion resistant concrete.,” J. Mater. Civ. Eng., vol. 14, no. 3, pp. 274–277, 2002.

[8] Kang, S. H., Jeong, Y., Tan, K. H., & Moon, J. (2018). The use of limestone to replace physical filler of quartz powder in UHPFRC. Cement and Concrete Composites, 94, 238-247.

[9]Daneshjoo, V., & Farokhzad, R. (2019). Effect of Nano Calcium Carbonate on Mechanical Strength and Permeability of Roller-Compacted Concrete. Journal of Engineering Geology, 13(1), 45-68.

[10] de Brito, J. (2010). Abrasion resistance of concrete made with recycled aggregates. International Journal of Sustainable Engineering, 3(1), 58-64.

[11] Khayati, G. R., Ghasabe, H. M., & Karfarma, M. (2015). A survey on the application of oxide nanoparticles for improving concrete processing. Advances in concrete construction, 3(2), 145-159.

[12] Alfahdawi, I. H., Osman, S. A., Hamid, R., & Al-Hadithi, A. I. (2016). Utilizing waste plastic polypropylene and polyethylene terephthalate as alternative aggregates to produce lightweight concrete: a review. Journal of Engineering Science and Technology, 11(8), 1165-1173.

[13]Manning, M. P. (2020). Experimental, Analytical, and Practical Investigations of Nonproprietary Ultra-high Performance Concrete Developed Using Local Materials (Doctoral dissertation, New Mexico State University),pp:200.

[14] Poon, C. S., Kou, S. C., & Lam, L. (2007). Influence of recycled aggregate on slump and bleeding of fresh concrete. Materials and Structures, 40(9), 981-988.

[15] Aslantaş, O. (2004). A study on abrasion resistance of concrete paving blocks. Middle East Technical University, Master thesis.

[16] Rao, S. K., Sravana, P., & Rao, T. C. (2016). Investigating the effect of M-sand on abrasion resistance of Fly Ash Roller Compacted Concrete (FRCC). Construction and Building Materials, 118, 352-363..

[17] ACI 325.10R,(2001) “Report on Roller-Compacted Concrete Pavements,” American Concrete Institute, vol. 95, no. Reapproved, pp. 1–32, 2001.

[19] ASTM C131,(2009) “Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine 1.” American Society for Testing and Materials, pp. 1–4,.

[20] ASTM D6928,(2010) “Standard Test Method for Resistance of Coarse Aggregate to Degradation by Abrasion in the Micro-Deval Apparatus.” American Society for Testing and Materials. pp. 1–6,.

[21] BS EN 1338-2003-05,(2003) “Concrete paving blocks-Requirements and test methods.” European Standards, p. 31, 2003.

[22] BS812-113-1990,(1990) “Method for determination of aggregate abrasion value (AAV).” British Standards. pp.1..

[23]Chen, J. S., Huang, C. C., Chu, P. Y., & Lin, K. Y. (2007). Engineering characterization of recycled asphalt concrete and aged bitumen mixed recycling agent. Journal of materials science, 42(23), 9867-9876.

[24] Dunford, A. (2013). Friction and the texture of aggregate particles used in the road surface course (Doctoral dissertation, University of Nottingham),pp:250.

[25] Henry, J. J. (2000). Evaluation of pavement friction characteristics (Vol. 291). Transportation Research Board. Issue : 291,No.0547-5570 pp:1-75.

[26] Pathri, B. P., Chaudhary, R., Mali, H. S., & Nagar, R. (2018). Abrasion wear characterization of natural stones subjected to foot traffic and correlation between abrasion and mechanical properties. i-Manager's Journal on Material Science(2017), 4(4), 10.

[27] Bodnárová, L., Ťažký, M., Ťažká, L., Hela, R., Pikna, O., & Sitek, L. (2020). Abrasive Wear Resistance of Concrete in Connection with the Use of Crushed and Mined Aggregate, Active and Non-Active Mineral Additives, and the Use of Fibers in Concrete. Sustainability, 12(23), 9920.