Effects of Waste Glass Powder on Properties of Self-Compacting Repair Mortars

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This paper studies the effects of fine waste glass powder content (WGP) on fresh and hardened properties of self-compacting repair mortar mixes (SCRMs). For this purpose, mortar mixes were prepared to replace cement with waste glass powder ranging from 0 to 30% at 10% interval and tested. Fresh properties were assessed using mini-slump flow and mini V-funnel. Hardened properties assessed for all mixes were water absorption (at 28-days of age), compressive and flexural strengths (at 7, 28 and 56-days of age). In addition, the adhesion between the repair mortar mixes and substrate was conducted using a 3-point flexural test on a composite prism (half mortar/half substrate) at 28 and 56-days of age. The results showed that glass powder had a negative effect on the workability of mortars. However, in the hardened state, it had a good influence on the strength development after 28 days, durability and adhesion of mortars with the substrate for a waste glass powder content not exceeding 20%.

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43-56

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November 2022

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[1] Zhang, J., Bian, F., Zhang, Y., Fang, Z., Fu, C., & Guo, J, Effect of pore structures on gas permeability and chloride diffusivity of concrete, Construction and Building Materials, 163(2018) 402-413.

DOI: 10.1016/j.conbuildmat.2017.12.111

Google Scholar

[2] Wang, L., Jin, M., Guo, F., Wang, Y. A. N., & Tang, S, Pore structural and fractal analysis of the influence of fly ash and silica fume on the mechanical property and abrasion resistance of concrete, Fractals, 29,02(2012) 2140003.

DOI: 10.1142/s0218348x2140003x

Google Scholar

[3] Yu, K., Ding, Y., Liu, J., & Bai, Y, Energy dissipation characteristics of all-grade polyethylene fiber-reinforced engineered cementitious composites (PE-ECC), Cement and Concrete Composites, 106(2020) 103459.

DOI: 10.1016/j.cemconcomp.2019.103459

Google Scholar

[4] Xiong, Z., Wei, W., Liu, F., Cui, C., Li, L., Zou, R., & Zeng, Y, Bond behaviour of recycled aggregate concrete with basalt fibre-reinforced polymer bars, Composite Structures, 256(2021) 113078.

DOI: 10.1016/j.compstruct.2020.113078

Google Scholar

[5] ACI Committee 546-ACI 546R-04, Concrete Repair Guide-American Concrete Institute (2004).

DOI: 10.14359/51687319

Google Scholar

[6] Emmons, P. H., Vaysburd, A. M., McDonald, J. E., Poston, R. W., & Pinelle, D. J, overview of field and laboratory studiy of concrete repair durabilitys, In Durability of Building Materials and Components 7: Proceedings of the seventh international conference. Routledge (2004).

DOI: 10.4324/9780203223710-34

Google Scholar

[7] Wood, J. G. M., King, E. S., & Leek, D. S, Concrete repair materials for effective structural applications, Construction and Building Materials, 4,2 (1990) 64-67.

DOI: 10.1016/0950-0618(90)90002-i

Google Scholar

[8] Courard, L., Darimont, A., Degeimbre, R., Willem, X., Geers, C., & Wiertz, J, Repairing concrete with self compacting concrete: Testing methodology assessment. In : First North American Conference on the Design and Use of Self-Consolidating Concrete. Center for Advanced Cement Based Materials, Evanston, United States, (2002).

DOI: 10.1016/s0008-8846(03)00090-5

Google Scholar

[9] Benyahia, A, Bond behavior of self-compacting mortar containing construction and demolition waste under elevated temperatures, Asian Journal of Civil Engineering, 22,3(2021) 405-415.

DOI: 10.1007/s42107-020-00321-4

Google Scholar

[10] EFNARC specifications, The European Guidelines for Self-Compacting Concrete: Specification, Production and Use, European Federation for Specialist Construction Chemicals and Concrete Systems (2005).

Google Scholar

[11] Ramdani, S., Guettala, A., Benmalek, M. L., & Aguiar, J. B, Physical and mechanical performance of concrete made with waste rubber aggregate, glass powder and silica sand powder, Journal of Building Engineering, 21(2019) 302-311.

DOI: 10.1016/j.jobe.2018.11.003

Google Scholar

[12] Chen, Z., Wang, Y., Liao, S., & Huang, Y, Grinding kinetics of waste glass powder and its composite effect as pozzolanic admixture in cement concrete, Construction and Building Materials, 239(2020) 117876.

DOI: 10.1016/j.conbuildmat.2019.117876

Google Scholar

[13] https://and.dz, Rapport sur l'état de la gestion des déchets en Algérie, Exercice (2020).

Google Scholar

[14] Pahlevani, F., & Sahajwalla, V, From waste glass to building materials–An innovative sustainable solution for waste glass, Journal of cleaner production, 191(2018) 192-206.

DOI: 10.1016/j.jclepro.2018.04.214

Google Scholar

[15] Imbabi, M. S., Carrigan, C., & McKenna, S, Trends and developments in green cement and concrete technology, International Journal of Sustainable Built Environment, 1,2 (2012) 194-216.

DOI: 10.1016/j.ijsbe.2013.05.001

Google Scholar

[16] Rashad, A. M, Recycled waste glass as fine aggregate replacement in cementitious materials based on Portland cement, Construction and building materials, 72 (2014) 340-357.

DOI: 10.1016/j.conbuildmat.2014.08.092

Google Scholar

[17] Karthik, S., & Sundaravadivelu, K, Retrofitting of reinforced concrete beams using reactive powder concrete (RPC), In IOP Conference Series: Earth and Environmental Science (Vol. 80, No. 1, p.012038). IOP Publishing (2017).

DOI: 10.1088/1755-1315/80/1/012038

Google Scholar

[18] Rahma, A., El Naber, N., & Issa Ismail, S, Effect of glass powder on the compression strength and the workability of concrete, Cogent Engineering, 4, 1(2017) 1373415.

DOI: 10.1080/23311916.2017.1373415

Google Scholar

[19] Matos, A. M., & Sousa-Coutinho, J, Durability of mortar using waste glass powder as cement replacement, Construction and building materials, 36 (2012) 205-215.

DOI: 10.1016/j.conbuildmat.2012.04.027

Google Scholar

[20] Tamanna, N., & Tuladhar, R, Sustainable use of recycled glass powder as cement replacement in concrete, The Open Waste Management Journal, 13,1 (2020).

DOI: 10.2174/1874347102013010001

Google Scholar

[21] Omran, A. F., Etienne, D., Harbec, D., & Tagnit-Hamou, A, Long-term performance of glass-powder concrete in large-scale field applications, Construction and Building Materials, 135(2017) 43-58.

DOI: 10.1016/j.conbuildmat.2016.12.218

Google Scholar

[22] Shi, C., & Zheng, K, A review on the use of waste glasses in the production of cement and concrete, Resources, conservation and recycling, 52,2(2007) 234-247.

DOI: 10.1016/j.resconrec.2007.01.013

Google Scholar

[23] Mirmoghtadaei, R., Mohammadi, M., Samani, N. A., & Mousavi, S, The impact of surface preparation on the bond strength of repaired concrete by metakaolin containing concrete, Construction and Building Materials, 80(2015) 76-83.

DOI: 10.1016/j.conbuildmat.2015.01.018

Google Scholar

[24] Li, G, A new way to increase the long-term bond strength of new-to-old concrete by the use of fly ash. Cement and concrete research, 33,6 (2003) 799-806.

DOI: 10.1016/s0008-8846(02)01064-5

Google Scholar

[25] Penacho, P., de Brito, J., & Veiga, M. R, Physico-mechanical and performance characterization of mortars incorporating fine glass waste aggregate. Cement and Concrete Composites, 50(2014) 47-59.

DOI: 10.1016/j.cemconcomp.2014.02.007

Google Scholar

[26] EN 197-1, Cement, Composition, Specifications and Conformity Criteria for Common Cements (2000).

Google Scholar

[27] EN 934-2, Admixtures for Concrete, Mortar and Grout-Part 2: Concrete Admixtures-Definitions, Requirements, Conformity, Marking and Labeling (2009).

DOI: 10.3403/30180270

Google Scholar

[28] EN 12190, Products and Systems for the Protection and Repair of Concrete Structures-Test Methods-Determination of Compressive Strength of Repair Mortar (2000).

DOI: 10.3403/01552488u

Google Scholar

[29] EN 1504-3, Products and Systems for the Protection and Repair of Concrete Structures, Definitions (2006).

Google Scholar

[30] EN 13057, Products and systems for the protection and repair of concrete structures - Test methods - Determination of resistance of capillary absorption (2002).

DOI: 10.3403/02601612

Google Scholar

[31] Shayan, A., & Xu, A, Performance of glass powder as a pozzolanic material in concrete: A field trial on concrete slabs,Cement and concrete research, 36, 3(2006), 457-468.

DOI: 10.1016/j.cemconres.2005.12.012

Google Scholar

[32] Afshinnia, K., & Rangaraju, P. R, Impact of combined use of ground glass powder and crushed glass aggregate on selected properties of Portland cement concrete, Construction and Building Materials, 117(2016) 263-272.

DOI: 10.1016/j.conbuildmat.2016.04.072

Google Scholar

[33] Tan, K. H., & Du, H, Use of waste glass as sand in mortar: Part I–Fresh, mechanical and durability properties, Cement and Concrete Composites, 35, 1(2013), 109-117.

DOI: 10.1016/j.cemconcomp.2012.08.028

Google Scholar

[34] Shi, C., Wu, Y., Riefler, C., & Wang, H, Characteristics and pozzolanic reactivity of glass powders,  Cement and Concrete Research, 35,5(2005), 987-993.

DOI: 10.1016/j.cemconres.2004.05.015

Google Scholar

[35] Kamali, M., & Ghahremaninezhad, A, Effect of glass powders on the mechanical and durability properties of cementitious materials, Construction and building materials, 98 (2015) 407-416.

DOI: 10.1016/j.conbuildmat.2015.06.010

Google Scholar

[36] Aliabdo, A. A., Abd Elmoaty, M., & Aboshama, A. Y, Utilization of waste glass powder in the production of cement and concrete, Construction and Building Materials, 124(2016) 866-877.

DOI: 10.1016/j.conbuildmat.2016.08.016

Google Scholar

[37] Sikora, P., Horszczaruk, E., Skoczylas, K., & Rucinska, T, Thermal properties of cement mortars containing waste glass aggregate and nanosilica,Procedia engineering, 196 (2017) 159-166.

DOI: 10.1016/j.proeng.2017.07.186

Google Scholar

[38] Lu, J. X., Duan, Z. H., & Poon, C. S, Combined use of waste glass powder and cullet in architectural mortar, Cement and Concrete Composites, 82 (2017) 34-44.

DOI: 10.1016/j.cemconcomp.2017.05.011

Google Scholar

[39] Ling, T. C., & Poon, C. S, A comparative study on the feasible use of recycled beverage and CRT funnel glass as fine aggregate in cement mortar, Journal of cleaner production, 29 (2012) 46-52.

DOI: 10.1016/j.jclepro.2012.02.018

Google Scholar

[40] Dawood, E. T., & Ganim, T. W, Effectiveness of high-performance mortar reinforced with fibers as a repair material, Challenge Journal of Concrete Research Letters, 8 (2017) 29-47.

DOI: 10.20528/cjcrl.2017.02.001

Google Scholar