Properties of Roller-Compacted Concrete Pavement Containing Different Waste Material Fillers
محتوى المقالة الرئيسي
الملخص
Waste materials might be utilized in various applications, such as sustainable roller compacted concrete pavements (RCCP), to lessen the negative environmental consequences of construction waste. The impacts of utilizing (brick, thermostone, granite, and ceramic) powders on the mechanical characteristics of RCCP are investigated in this study. To achieve this, the waste materials were crushed, grounded, and blended before being utilized as filler in the RCCP. After the mixes were prepared, compressive strength, splitting tensile strength, flexural strength, water absorption, density, and porosity were all determined. According to the research results, adding some of these powders, mainly brick and granite powder, enhances the mechanical characteristics of RCCP due to their pozzolanic activity and filler effect. Compared to the reference mixture, the usage of ceramic powder provided satisfactory results. When the thermostone powder is utilized in RCCP, unfavorable results occur, resulting in a reduction in the RCCP's mechanical characteristics.
تفاصيل المقالة
كيفية الاقتباس
تواريخ المنشور
المراجع
• A. Lopez-Uceda, F. Agrela, M. Cabrera, J. Ayuso, M. Lopez, Mechanical performance of roller-compacted concrete with recycled concrete aggregates, Road. Mater. Pavement. Des. 19 (1) (2016) 36-55.
• A. Meddah, H. Bensaci, M. Beddar, A. Bali, Study of the effects of mechanical and chemical treatment of rubber on the performance of rubberized roller-compacted concrete pavement, Innov. Infrastruct. Solut. 2 (2017) 1-5.
• A. Meddah, M. Beddar, A. Bali, Use of shredded rubber tire aggregates for roller compacted concrete pavement, J. Clean. Prod. 72 (2014) 187-192.
• Abdullah D. J., Abbas Z. K., and abed S. K.,(2021). Study of Using of Recycled Brick Waste (RBW) to produce Environmental Friendly Concrete: A Review. Journal of Engineering,27(11).
• ACI 211 .3R. (2002 (09)). Guide for Selecting Proportions for No-Slump Concrete. 26. Farmington Hills MI USA, USA: American Concrete Institute.
• ACI 327 .R. (2014). Guide to Roller- Compacted Concrete Pavements. 56. Farmington Hills MI USA, USA: American Concrete Institute.
• Ali Mardani-Aghabaglou and Kambiz Ramyar (2012). Mechanical properties of high-volume fly ash roller compacted concrete designed.
• American Concrete Institute, Roller Compacted Concrete Pavements. ACI 325.10R. Michigan, USA, 2001.J. K. Author, "Name of paper," Abbrev. Title of Journal, vol. x, no. x, pp. xxx-xxx, Abbrev. Month, year.
• Amir Modarres, Saeid Hesami, Mostafa Soltaninejad & Hesam Madani (2016): Application of coal waste in sustainable roller compacted concrete pavementenvironmental and technical assessment, International Journal of Pavement Engineering, DOI: 10.1080/10298436.2016.1205747.
• Arroudj, K., Lanez, M., & Oudjit, N. (2015). Characterization of Cement Mortar Based on Fine Quartz. International Journal of Structural and Construction Engineering, Vol. 9(No. 9), 1278-1281. Retrieved from waset.org/Publication/10006917.
• ASTM (C642 – 13),2013. Standard Test Method for Density, Absorption, and Voids in Hardened Concrete.
• ASTM C1435/C1435M – 14. (2014). Standard Practice for Molding Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Hammer.
• ASTM C33 / C33M-18. (2018). Standard Specification for Concrete Aggregates.
• ASTM C39/C39M − 15a. 2015. Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
• ASTM C496/C496M – 11. (2011). Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.
• ASTM C78/C78M − 15a. (2015). Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading).
• ASTM D1557-12e1. (2012). Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (2,700 kN-m/m3)).
• CD Atis, U.K. Sevim, F. Özcan, C. Bilim, O. Karahan, A.H. Tanrikulu, et al., Strength properties of roller compacted concrete containing a non-standard high calcium fly ash, Mater. Lett. 58 (2004) 1446–1450, http://dx.doi.org/ 10.1016/j.matlet.2003.10.007.
• Elavenil, S., & Vijaya, B. (2013, February). Manufactured Sand, A Solution and an Alternative to River Sand and in Concrete Manufacturing. Journal of Engineering, Computers & Applied Sciences (JEC&AS), Vol. 2(No. 2), 20-24.
• G. Li, 2004, The effect of moisture content on the tensile strength properties of concrete (Doctoral dissertation, University of Florida).
• H. Yan, Q. Shen, L.C.H. Fan, Y. Wang, L. Zhang, Greenhouse gas emissions in building construction: a case study of one Peking in Hong Kong, Build. Environ. 45 (4) (2010) 949–955.
• IZ. Bribian, A.V. Capilla, A. Uson, Life cycle assessment of building materials: comparative analysis of energy and environmental impacts and evaluation of the eco efficiency improvement potential, Build. Environ. 46 (5) (2010) 1133– 1140.
• Jayaraman, A., Prasath, S. B., & Senthilkumar, V. (2019). Effect of Using Different Types of Sand on Workability, Mechanical and Durability Performance of High Strength Concrete. International Journal of ChemTech Research, Vol. 12(No. 2), 37-50. doi:http://dx.doi.org/10.20902/IJCTR.2019.120206.
• Khayat, K. H., & Libre, N. A. (2014). Roller Compacted Concrete: Field Evaluation and Mixture Optimization. Missouri University of Science and Technology, Center for Transportation Infrastructure and Safety/NUTC program. USA: US Department of Transportation Research and Innovative Technology Administration.
• L. Sereewatthanawut, L. Prasittisopin, Environmental evaluation of pavement system incorporating recycled concrete aggregate, Inter. J. Pavement Res. Technol. 13 (2020) 455-465.
• M. Adamu, B. S. Mohammed, and N. Shafiq, "Nano silica modified roller compacted rubbercrete – an overview," in Engineering Challenges for Sustainable Future – Proceedings of the 3rd International Conference on Civil, offshore and Environmental Engineering, ICCOEE 2016, 2016, pp. 483-488.
• M. Fakhri, KF Saberi, The effect of waste rubber particles and silica fume on the mechanical properties of Roller Compacted Concrete Pavement, J. Clean. Prod. 129 (2016) 521-530.
• M. Shamsaei, I. Aghayan, K. Akhavan Kazemi, Experimental investigation of using cross-linked polyethylene waste as aggregate in roller compacted concrete pavement, J. Clean. Prod. 165 (2017) 290-297.
• M. Shamsaei, R. Khafajeh, I. Aghayan, Laboratory evaluation of the mechanical properties of roller compacted concrete pavement containing ceramic and coal waste powders, Clean. Technol. Environ. 21 (2019) 707–716.
• M. Zimmermann, H. Althaus, A. Haas, Benchmarks for sustainable construction, energy. Build. 37 (11) (2005) 1147–1157.
• M.M. Monkizkhasreen, P.F.G. Banfill, G.F. Menzies, Lifecycle assessment and the environmental impact of buildings: a review, Sustainability. 1 (3) (2009) 674– 701.
• Musa Adamu et al 2017 IOP Conf. Ser.: Mater. Sci. Eng. 201 012011.
• N. Hossiney, M. Tia, M.J. Bergin, Concrete Containing RAP for Use in Concrete Pavement, Inter. J. Pavement Res. Technol. 3 (5) (2010) 251-258.
• P.K. Mehta, Concrete, Struct., Properties Mater. (1986).
• Pachipala, S. (2017, May). A Study on Mechanical Properties of Concrete Using Silica Sand as Partial Replacement of Cement. SSRG International Journal of Civil Engineering ( SSRG – IJCE ), Vol. 4(No. 5), 34-39.
• Ramezaniapour, A. A., Mirvalad, S. S., Aramun, E., & Peidayesh, M. (2010). Effect of four Iranian natural pozzolans on concrete durability against chloride penetration and sulfate attack. In P. Claisse, E. GanJian, F. Canpolat, & T. Naik (Ed.), Proc. 2nd Int. Conf. on sustainable construction materials and technology. Ancona Italy.
• S. Siddique, S. Chaudhary, S. Shrivastava, T. Gupta, Sustainable utilisation of ceramic waste in concrete: Exposure to adverse conditions, J. Clean. Prod. 210 (2019) 246-255.
• S.A. Zareei, F. Ameri, P. Shoaei, N. Bahrami, recycled ceramic waste high strength concrete containing wollastonite particles and micro-silica: A comprehensive experimental study, Constr. Build. Mater. 201 (2019) 11-32.
• Salih, A. A., and Abed, Z. M.,(2016). Effect of Using Porcelanite as Partial Replacement of Fine Aggregate on Roller Compacted Concrete with Different Curing Methods. Journal of Engineering,22(9).
• Shi, C. (2001). An overview on the activation of reactivity of natural pozzolans. Can. J. Civ. Eng., Vol. 28, 778-786. doi:10.1139/cjce-28-5-778.
• Sukmana, N. C., & Melati, M. S. (2019). Optimization of cellular lightweight concrete using silica sand of sandblasting waste based on factorial experimental design. 13th Joint Conference on Chemistry (13th JCC). Vol. 509, p. 012096. IOP Publishing IOP Conference Series: Materials Science and Engineering. doi:10.1088/1757- 899X/509/1/012096.