Optimization and Characterization of Cementitious Composites Combining Maximum Amounts of Waste Glass Powder and Treated Glass Aggregates
Source abstract
Abstract
Abstract This work investigates the combined use of waste glass aggregates (GA) and glass powder (GP) in cementitious mortars. For this reason, the optimized incorporation of GA by natural aggregates (NA) replacements was first studied after applying a surface roughening method with hydrofluoric acid. The compressive strength results were utilized to select the best mixture with GA. Then, different GP contents were added by cements substitutions to the optimized GA-based mortar. A control mortar without GA and GP amounts was also casted as a reference for comparison. The detailed mechanical, physical and durability properties of the resulted mixtures with combined GA and GP were assessed by considering the compressive and flexural strengths, ultra-sonic pulse velocity, alkali-silica reaction (ASR), rapid chloride permeability test (RCPT), magnesium sulphate attack and sulfuric acid resistance. The microstructure of different optimized (GA + GP)-combinations was characterized by scanning electron microscopy (SEM) and energy dispersive X-ray spectroscopy (EDS)in order to analyse the interfacial transition zone (ITZ) between glass materials and the surrounding matrix. The results showed that the optimized composition with 75% GA and 25% GP was shown with high compacity and durability characteristics due to the increased GA/matrix ITZ and the formation of C–(N,K)–S–H products with C–S–H.
Source: crossref · Quality: baseline
Research context
OpenAlex topics: Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (68)
Show source-provided references
1. Adaway, M., & Wang, Y. (2015). Recycled glass as a partial replacement for fine aggregate in structural concrete—effects on compressive strength. Electronic Journal of Structural Engineering, 14(1), 116–122. https://doi.org/10.56748/EJSE.14195110.56748/EJSE.141951 ↗
2. Afshinnia, K., & Rangaraju, P. R. (2015). Influence of fineness of ground recycled glass on mitigation of alkali–silica reaction in mortars. Construction and Building Materials, 81, 257–267. https://doi.org/10.1016/J.CONBUILDMAT.2015.02.04110.1016/J.CONBUILDMAT.2015.02.041 ↗
3. Afshinnia, K., & Rangaraju, P. R. (2016). Impact of combined use of ground glass powder and crushed glass aggregate on selected properties of Portland cement concrete. Construction and Building Materials, 117, 263–272. https://doi.org/10.1016/J.CONBUILDMAT.2016.04.07210.1016/J.CONBUILDMAT.2016.04.072 ↗
4. Aliabdo, A. A., Abd Elmoaty, A. E. M., & Aboshama, A. Y. (2016). Utilization of waste glass powder in the production of cement and concrete. Construction and Building Materials, 124, 866–877. https://doi.org/10.1016/j.conbuildmat.2016.08.01610.1016/j.conbuildmat.2016.08.016 ↗
5. Ameri, F., Shoaei, P., Reza Musaeei, H., Alireza Zareei, S., & Cheah, C. B. (2020). Partial replacement of copper slag with treated crumb rubber aggregates in alkali-activated slag mortar. Construction and Building Materials, 256, 119468. https://doi.org/10.1016/J.CONBUILDMAT.2020.11946810.1016/J.CONBUILDMAT.2020.119468 ↗
6. American Society for Testing and Materials. (2010). ASTM C 33-99a : Standard Specification for Concrete Aggregates. Annual Book of ASTM Standards, i(C), 1–11.
7. Anand, S. (2021). What is driving the glass recycling market growth? Find the facts about glass recycling market. https://straitsresearch.com/article/glass-recycling-market-growth
8. ASTM C1012-04. (2004). ASTM C1012-04 : Standard test method for length change of hydraulic-cement mortars exposed to a sulfate solution. ASTM International, 1–6.
9. ASTM C1202. (2012). Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. American Society for Testing and Materials., C, 1–8. https://doi.org/10.1520/C1202-22.210.1520/C1202-22.2 ↗
10. ASTM C349-08. (2014). Standard test method for compressive strength of hydraulic-cement mortars (using portions of prisms broken in flexure). ASTM Lnternational, 1–4. https://doi.org/10.1520/C0349-18.210.1520/C0349-18.2 ↗
11. ASTM C 597-02. (2016). Pulse velocity through concrete. United States: American Society for Testing and Material., 04(02), 3–6. https://doi.org/10.1520/C0597-16.210.1520/C0597-16.2 ↗
12. Bostanci, L. (2020). Effect of waste glass powder addition on properties of alkali-activated silica fume mortars. Journal of Building Engineering, 29, 101154. https://doi.org/10.1016/j.jobe.2019.10115410.1016/j.jobe.2019.101154 ↗
13. Bueno, E. T., Paris, J. M., Clavier, K. A., Spreadbury, C., Ferraro, C. C., & Townsend, T. G. (2020). A review of ground waste glass as a supplementary cementitious material: A focus on alkali-silica reaction. Journal of Cleaner Production, 257, 120180. https://doi.org/10.1016/J.JCLEPRO.2020.12018010.1016/J.JCLEPRO.2020.120180 ↗
14. Cement, H., & Statements, B. (2002). ASTM C-348 Standard Test Method for Flexural Strength of Hydraulic-Cement Mortars 1. 04.
15. Chatterjee, S., Biswas, N., Datta, A., & Maiti, P. K. (2019). Periodicities in the roughness and biofilm growth on glass substrate with etching time: Hydrofluoric acid etchant. PLoS ONE, 14(3), e0214192. https://doi.org/10.1371/JOURNAL.PONE.021419210.1371/JOURNAL.PONE.0214192 ↗
16. Chihaoui, R., Siad, H., Senhadji, Y., Mouli, M., Nefoussi, A. M., & Lachemi, M. (2022). Efficiency of natural pozzolan and natural perlite in controlling the alkali-silica reaction of cementitious materials. Case Studies in Construction Materials, 17, e01246. https://doi.org/10.1016/J.CSCM.2022.E0124610.1016/J.CSCM.2022.E01246 ↗
17. Crawford, R., Stephan, A., & Prideaux, F. (2019). Environmental Performance in Construction (EPiC) Database: a database of embodied environmental flow coefficients. 263. http://minerva-access.unimelb.edu.au/handle/11343/233213
18. Du, H., & Tan, K. H. (2014). Waste glass powder as cement replacement in concrete. Journal of Advanced Concrete Technology, 12(11), 468–477. https://doi.org/10.3151/jact.12.46810.3151/jact.12.468 ↗
19. Du, H., & Tan, K. H. (2017). Properties of high volume glass powder concrete. Cement and Concrete Composites, 75, 22–29. https://doi.org/10.1016/j.cemconcomp.2016.10.01010.1016/j.cemconcomp.2016.10.010 ↗
20. Elaqra, H., & Rustom, R. (2018a). Effect of using glass powder as cement replacement on rheological and mechanical properties of cement paste. Construction and Building Materials, 179, 326–335. https://doi.org/10.1016/J.CONBUILDMAT.2018.05.26310.1016/J.CONBUILDMAT.2018.05.263 ↗
21. Elaqra, H., & Rustom, R. (2018b). Effect of using glass powder as cement replacement on rheological and mechanical properties of cement paste. Construction and Building Materials, 179, 326–335. https://doi.org/10.1016/j.conbuildmat.2018.05.26310.1016/j.conbuildmat.2018.05.263 ↗
22. Guo, P., Meng, W., Nassif, H., Gou, H., & Bao, Y. (2020). New perspectives on recycling waste glass in manufacturing concrete for sustainable civil infrastructure. Construction and Building Materials, 257, 119579. https://doi.org/10.1016/J.CONBUILDMAT.2020.11957910.1016/J.CONBUILDMAT.2020.119579 ↗
23. Guo, S., Dai, Q., Sun, X., Xiao, X., Si, R., & Wang, J. (2018). Reduced alkali-silica reaction damage in recycled glass mortar samples with supplementary cementitious materials. Journal of Cleaner Production, 172, 3621–3633. https://doi.org/10.1016/j.jclepro.2017.11.11910.1016/j.jclepro.2017.11.119 ↗
24. Higuchi, A. M. D., dos Santos Marques, M. G., Ribas, L. F., & de Vasconcelos, R. P. (2021). Use of glass powder residue as an eco-efficient supplementary cementitious material. Construction and Building Materials, 304, 124640. https://doi.org/10.1016/J.CONBUILDMAT.2021.12464010.1016/J.CONBUILDMAT.2021.124640 ↗
25. Ho, L. S., & Huynh, T. P. (2022). Recycled waste medical glass as a fine aggregate replacement in low environmental impact concrete: Effects on long-term strength and durability performance. Journal of Cleaner Production, 368, 133144. https://doi.org/10.1016/j.jclepro.2022.13314410.1016/j.jclepro.2022.133144 ↗
26. Idir, R. (2009). Mécanisme d’acton des fines et des granulats de verre sur la réaction alcali-silice et la réacton pouzzolanique (Issue January).
27. Idir, R., Cyr, M., & Tagnit-Hamou, A. (2010). Use of fine glass as ASR inhibitor in glass aggregate mortars. Construction and Building Materials, 24(7), 1309–1312. https://doi.org/10.1016/J.CONBUILDMAT.2009.12.03010.1016/J.CONBUILDMAT.2009.12.030 ↗
28. Idir, R., Cyr, M., & Tagnit-Hamou, A. (2011). Pozzolanic properties of fine and coarse color-mixed glass cullet. Cement and Concrete Composites, 33(1), 19–29. https://doi.org/10.1016/j.cemconcomp.2010.09.01310.1016/j.cemconcomp.2010.09.013 ↗
29. Imteaz, M. A., Ali, M. Y., & Arulrajah, A. (2012). Possible environmental impacts of recycled glass used as a pavement base material. Waste Manag Res, 30(9), 917–921. https://doi.org/10.1177/0734242X1244851210.1177/0734242X12448512 ↗
30. Ismail, Z. Z., & AL-Hashmi, E. A. (2009). Recycling of waste glass as a partial replacement for fine aggregate in concrete. Waste Management (new York, N.y.), 29(2), 655–659. https://doi.org/10.1016/J.WASMAN.2008.08.01210.1016/J.WASMAN.2008.08.012 ↗
31. Kameche, Z. A., Ghomari, F., Choinska, M., & Khelidj, A. (2014). Assessment of liquid water and gas permeabilities of partially saturated ordinary concrete. Construction and Building Materials, 65, 551–565. https://doi.org/10.1016/j.conbuildmat.2014.04.13710.1016/j.conbuildmat.2014.04.137 ↗
32. Kou, S. C., & Poon, C. S. (2009). Properties of self-compacting concrete prepared with recycled glass aggregate. Cement and Concrete Composites, 31(2), 107–113. https://doi.org/10.1016/J.CEMCONCOMP.2008.12.00210.1016/J.CEMCONCOMP.2008.12.002 ↗
33. Kusumawardani, D. M., Wong, Y. D., Lwin, M. A., & Myo, T. Z. (2023). Evaluation of the feasibility of treated waste glass as aggregate in asphalt mixture. Innovative Infrastructure Solutions, 8(4), 1–9. https://doi.org/10.1007/s41062-023-01095-910.1007/s41062-023-01095-9 ↗
34. Lee, G., Ling, T. C., Wong, Y. L., & Poon, C. S. (2011). Effects of crushed glass cullet sizes, casting methods and pozzolanic materials on ASR of concrete blocks. Construction and Building Materials, 25(5), 2611–2618. https://doi.org/10.1016/J.CONBUILDMAT.2010.12.00810.1016/J.CONBUILDMAT.2010.12.008 ↗
35. Ling, T. C., & Poon, C. S. (2011). Utilization of recycled glass derived from cathode ray tube glass as fine aggregate in cement mortar. Journal of Hazardous Materials, 192(2), 451–456. https://doi.org/10.1016/J.JHAZMAT.2011.05.01910.1016/J.JHAZMAT.2011.05.019 ↗
36. Liu, S., Wang, S., Tang, W., Hu, N., & Wei, J. (2015). Inhibitory effect of waste glass powder on ASR expansion induced by waste glass aggregate. Materials (basel, Switzerland), 8(10), 6849–6862. https://doi.org/10.3390/MA810534410.3390/MA8105344 ↗
37. Lu, J., Duan, Z., & Poon, C. S. (2017). Fresh properties of cement pastes or mortars incorporating waste glass powder and cullet. Construction and Building Materials, 131, 793–799. https://doi.org/10.1016/J.CONBUILDMAT.2016.11.01110.1016/J.CONBUILDMAT.2016.11.011 ↗
38. Lu, J. X., Zhan, B. J., Duan, Z. H., & Poon, C. S. (2017). Using glass powder to improve the durability of architectural mortar prepared with glass aggregates. Materials and Design, 135, 102–111. https://doi.org/10.1016/J.MATDES.2017.09.01610.1016/J.MATDES.2017.09.016 ↗
39. Mahmood, A. H., Afroz, S., Kashani, A., Kim, T., & Foster, S. J. (2022). The efficiency of recycled glass powder in mitigating the alkali-silica reaction induced by recycled glass aggregate in cementitious mortars. Materials and Structures/materiaux Et Constructions, 55(6), 156. https://doi.org/10.1617/S11527-022-01989-710.1617/S11527-022-01989-7 ↗
40. Mansour, M. A., Ismail, M. H. B., Imran Latif, Q. B. A., Alshalif, A. F., Milad, A., & Bargi, W. A. (2023). A systematic review of the concrete durability incorporating recycled glass. Sustainability (switzerland), 15(4), 3568. https://doi.org/10.3390/SU15043568/S110.3390/SU15043568/S1 ↗
41. Manzoor, A., Yashpal, E., & Sharma, L. (2022). Materials Today : Proceedings Comparison of partially replaced concrete by waste glass with control concrete.10.1016/j.matpr.2022.09.092 ↗
42. Nahi, S., Leklou, N., Khelidj, A., Oudjit, M. N., & Zenati, A. (2020). Properties of cement pastes and mortars containing recycled green glass powder. Construction and Building Materials, 262, 120875. https://doi.org/10.1016/j.conbuildmat.2020.12087510.1016/j.conbuildmat.2020.120875 ↗
43. Omoding, N., Cunningham, L. S., & Lane-Serff, G. F. (2021). Effect of using recycled waste glass coarse aggregates on the hydrodynamic abrasion resistance of concrete. Construction and Building Materials, 268, 121177. https://doi.org/10.1016/j.conbuildmat.2020.12117710.1016/j.conbuildmat.2020.121177 ↗
44. Omran, A., Soliman, N., Zidol, A., & Tagnit-Hamou, A. (2018). Performance of ground-glass pozzolan as a cementitious material—a review. Advances in Civil Engineering Materials, 7(1), 237–270. https://doi.org/10.1520/ACEM2017012510.1520/ACEM20170125 ↗
45. Pan, Z., Tao, Z., Murphy, T., & Wuhrer, R. (2017). High temperature performance of mortars containing fi ne glass powders. Journal of Cleaner Production, 162, 16–26. https://doi.org/10.1016/j.jclepro.2017.06.00310.1016/j.jclepro.2017.06.003 ↗
46. Park, H., Cho, J. H., Jung, J. H., Duy, P. P., Tuan Le, A. H., & Yi, J. (2017). A review of wet chemical etching of glasses in hydrofluoric acid based solution for thin film silicon solar cell application. Current Photovoltaic Research, 5(3), 75–82.
47. Penacho, P., de Brito, J., & Veiga, M. R. (2014). Physico-mechanical and performance characterization of mortars incorporating fine glass waste aggregate. Cement and Concrete Composites, 50, 47–59.10.1016/j.cemconcomp.2014.02.007 ↗
48. Rajabipour, F., Maraghechi, H., & Fischer, G. (2010). Investigating the alkali-silica reaction of recycled glass aggregates in concrete materials. Journal of Materials in Civil Engineering, 22(12), 1201–1208. https://doi.org/10.1061/(ASCE)MT.1943-5533.000012610.1061/(ASCE)MT.1943-5533.0000126 ↗
49. Rashidian-Dezfouli, H., & Rangaraju, P. R. (2017). Role of ground glass fiber as a pozzolan in Portland cement concrete. Transportation Research Record, 2629(1), 33–41. https://doi.org/10.3141/2629-0610.3141/2629-06 ↗
50. Rivera, J. F., Cuarán-Cuarán, Z. I., Vanegas-Bonilla, N., & de Gutiérrez, R. M. (2018). Novel use of waste glass powder: Production of geopolymeric tiles. Advanced Powder Technology, 29(12), 3448–3454. https://doi.org/10.1016/J.APT.2018.09.02310.1016/J.APT.2018.09.023 ↗
51. Romero, D., James, J., Mora, R., & Hays, C. D. (2013). Study on the mechanical and environmental properties of concrete containing cathode ray tube glass aggregate. Waste Management, 33(7), 1659–1666. https://doi.org/10.1016/J.WASMAN.2013.03.01810.1016/J.WASMAN.2013.03.018 ↗
52. Saccani, A., Bignozzi, M. C., Barbieri, L., Lancellotti, I., & Bursi, E. (2017). Effect of the chemical composition of different types of recycled glass used as aggregates on the ASR performance of cement mortars. Construction and Building Materials, 154, 804–809. https://doi.org/10.1016/J.CONBUILDMAT.2017.08.01110.1016/J.CONBUILDMAT.2017.08.011 ↗
53. Serati, M., Jakson, N., Asche, H., Basireddy, S., & Malgotra, G. (2022). Sustainable shotcrete production with waste glass aggregates. SN Applied Sciences, 4, 82. https://doi.org/10.1007/s42452-022-04967-410.1007/s42452-022-04967-4 ↗
54. Shayan, A. X. (2006). Performance of glass powder as a pozzolanic material in concrete: a field trial on concrete slabs. Cement and Concrete Research, 36(3), 457–468.10.1016/j.cemconres.2005.12.012 ↗
55. Shoaei, P., Ameri, F., Reza Musaeei, H., Ghasemi, T., & Cheah, C. B. (2020). Glass powder as a partial precursor in Portland cement and alkali-activated slag mortar: a comprehensive comparative study. Construction and Building Materials, 251, 118991. https://doi.org/10.1016/j.conbuildmat.2020.11899110.1016/j.conbuildmat.2020.118991 ↗
56. Siad, H. (2017). Potential for using recycled glass sand in engineered cementitious composites. Magazine of Concrete Research, 69(17), 905–918.10.1680/jmacr.16.00447 ↗
57. Sikora, P., Horszczaruk, E., Skoczylas, K., & Rucinska, T. (2017). Thermal properties of cement mortars containing waste glass aggregate and Nanosilica. Procedia Engineering, 196(June), 159–166. https://doi.org/10.1016/j.proeng.2017.07.18610.1016/j.proeng.2017.07.186 ↗
58. Skaropoulou, A., Sotiriadis, K., Kakali, G., & Tsivilis, S. (2013). Use of mineral admixtures to improve the resistance of limestone cement concrete against thaumasite form of sulfate attack. Cement and Concrete Composites, Complete, 37, 267–275. https://doi.org/10.1016/J.CEMCONCOMP.2013.01.00710.1016/J.CEMCONCOMP.2013.01.007 ↗
59. Tahwia, A. M., Heniegal, A. M., Abdellatief, M., Tayeh, B. A., & Elrahman, M. A. (2022). Properties of ultra-high performance geopolymer concrete incorporating recycled waste glass. Case Studies in Construction Materials, 17, e01393. https://doi.org/10.1016/j.cscm.2022.e0139310.1016/j.cscm.2022.e01393 ↗
60. Tamanna, N., & Tuladhar, R. (2020). Sustainable use of recycled glass powder as cement replacement in concrete. The Open Waste Management Journal., 13, 1–13. https://doi.org/10.2174/187434710201301000110.2174/1874347102013010001 ↗
61. Taylor, R., Richardson, I. G., & Brydson, R. M. D. (2007). Nature of C-S-H in 20 year old neat ordinary Portland cement and 10% Portland cement-90% ground granulated blast furnace slag pastes. Advances in Applied Ceramics, 106(6), 294. https://doi.org/10.1179/174367607X22810610.1179/174367607X228106 ↗
62. Toublanc, C. (2010). Amélioration du cycle trans-critique au CO2 par une compression refrodie : évaluations numérique et expérimentale To cite this version : HAL Id : tel-00465986 AMELIORATION DU CYCLE FRIGORIFIQUE TRANS-CRITIQUE AU CO 2 PAR UNE COMPRESSION REFROIDIE : EVALUA.
63. United, T. H. E., & Of, S. (1997). By Authority Of. ASTM C150: Standard Specification Fot Portland Cement, 552(1), 203.
64. Vandhiyan, R., Ramkumar, K., & Ramya, R. (2013). Experimental study on replacement of cement by glass powder. International Journal of Engineering Research & Technology (IJERT), 2(5), 234.
65. Wang, H. Y. (2009). A study of the effects of LCD glass sand on the properties of concrete. Waste Management, 29(1), 335–341. https://doi.org/10.1016/J.WASMAN.2008.03.00510.1016/J.WASMAN.2008.03.005 ↗
66. Wei, H., Zhou, A., Liu, T., Zou, D., & Jian, H. (2020). Dynamic and environmental performance of eco-friendly ultra-high performance concrete containing waste cathode ray tube glass as a substitution of river sand. Resources, Conservation and Recycling, 162, 105021. https://doi.org/10.1016/j.resconrec.2020.10502110.1016/j.resconrec.2020.105021 ↗
67. Yu, J., Lu, C., Leung, C. K. Y., & Li, G. (2017). Mechanical properties of green structural concrete with ultrahigh-volume fly ash. Construction and Building Materials, 147, 510–518. https://doi.org/10.1016/j.conbuildmat.2017.04.18810.1016/j.conbuildmat.2017.04.188 ↗
68. Zhang, Y., Fan, Z., Sun, X., & Zhu, X. (2022). Utilization of surface-modified fly ash cenosphere waste as an internal curing material to intensify concrete performance. Journal of Cleaner Production, 358, 132042. https://doi.org/10.1016/j.jclepro.2022.13204210.1016/j.jclepro.2022.132042 ↗