Compressive Behaviour of Reinforced Concrete Columns Using Recycled Building Glass Instead of Sand Aggregate in Concrete

Authors

  • Thanh-Quang-Khai Lam

    Faculty of Civil Engineering, Mien Tay Construction University, Vinh Long City, 85000 Vinh Long, Vietnam
  • Thi-Thuy-Trang Vo

    Faculty of Engineering, Kien Giang University, Chau Thanh, 91700 Kien Giang, Vietnam
  • K.S. Sreekeshava

    Jyothy Institute of Technology, Affiliated to Visvesvaraya Technological University, Bengaluru, 560082, India

DOI:

https://doi.org/10.30564/jbms.v7i1.8253
Received: 29 December 2024 | Revised: 5 January 2025 | Accepted: 8 January 2025 | Published Online: 13 February 2025

Abstract

Exploring alternative aggregates or recycled aggregates to substitute traditional concrete aggregates, particularly sand aggregates, which are becoming more limited and must comply with environmental protection standards, is essential. Research has explored various alternative materials to sand in concrete, including concrete from demolished buildings, and broken glass from projects, among others. Investigating the use of recycled broken glass to substitute sand aggregates and implementing this research in compression columns is crucial. This paper examines the compressive behavior of reinforced concrete columns that utilize recycled glass particles as a substitute for sand in concrete. The research findings establish the relationships: load and vertical displacement, load and deformation at the column head, mid-column, and column base; the formation and propagation of cracks in the column, while considering factors such as the percentage of recycled glass, the arrangement of stirrups, and the amount of load-bearing steel influencing the performance of square reinforced concrete columns under compression. The feasibility of using recycled glass as a substitute for sand in column structures subjected to compression has been demonstrated, with the ideal replacement content for sand aggregate in reinforced concrete columns in this study ranging from 0% to 10%. The column’s load-bearing ability dropped from 250 kN to 150 kN when 100% recycled glass was used instead of sand. This is a 40% drop, and cracks started to show up sooner. The research will support recycling broken glass instead of using sand in building, improving the environment and reducing natural sand use.

Keywords:

Recycled Aggregate; Compressive Behaviour; Sand Aggregate; Concrete Mixtur; Vertical Displacement; Recycled Glass

References

[1] Ministry of Natural Resources and Environment, 2021. National environmental status report, period 2016-2020. Dan Tri Publishing House: Hanoi,Vietnam.

[2] Hanoi Department of Construction, 2021. Report of the Department of Construction on the management of solid construction waste in Hanoi city in 2020. Report No. 1558/SXD-HT, 01/3/2021.

[3] Hien, T.T., 2020. Recycled aggregate from construction and demolition waste: A review. DTU Journal of Science and Technology. 7(38), 57–63.

[4] Yang, H., Xia, J., Thompson, J.R., et al., 2017. Urban construction and demolition waste and landfill failure in Shenzhen, China. Waste Management. 63, 393–396. DOI: https://doi.org/10.1016/j.wasman.2017.01.026

[5] Peduzzi, P., 2014. Sand, rarer than one thinks. Environmental development. 11, 208–218. DOI: https://doi.org/10.1016/j.envdev.2014.04.001

[6] Gia, H.Q., Kien, T.K., 2019. Current situation of using natural sand and study properties of seasand in some marine areas of Vietnam. Journal of Water Resources and Environmental Engineering. 66, 151–156.

[7] Kien, T.T., Thien, B.D., 2018. Collection of reports of the National Science and Technology Conference crushed sand replaces natural sand, environmentally friendly materials. Construction Publishing House: Hanoi, Vietnam. pp. 83–91.

[8] Dung, L.V., Kien, T.T., Thanh, D.T., et al., 2021. Experimental research to estimate the application of crushed limestone sand for concrete of axial loading R-C column. Journal of Science and Technology in Civil Engineering. 15(3V), 93–103. DOI: https://doi.org/10.31814/stce.nuce2021-15(3V)-08

[9] Aditya, R., Pawan, K., Verma, H.K., et al., 2016. Recycling of dimensional stone waste in concrete: A review. Journal of Cleaner Production. 135, 312–331. DOI: https://doi.org/10.1016/j.jclepro.2016.06.126

[10] Long, T.N., Cuong, L.T., 2016. Experimental study on long-term deformation of reinforced concrete columns under central compression. Journal of Building Science and Technology. 3, 3–7.

[11] Quang, N.D., Cuong, N.H., Tien, N.D., 2020. Experimental and analytical evaluation of concentrically loaded reinforced concrete columns strengthening by carbon textile reinforced concrete jacketing. Transport and Communications Science Journal. 71(5), 486–499. DOI: https://doi.org/10.25073/tcsj.71.5.3

[12] Goksu, C., 2021. Fragility functions for reinforced concrete columns incorporating recycled aggregates. Engineering Structure. 223, 1–11. DOI: https://doi.org/10.1016/j.engstruct.2021.111908

[13] Sykhampha, V., Thang, N.T., 2021. Experimental study on load bearing capacity of reinforced fly ash concrete columns subjected to uniaxial bending. Journal of Science and Technology in Civil Engineering. 15(5V), 79–94. DOI: https://doi.org/10.31814/stce.huce(nuce)2021-15(5V)-07

[14] Phuong, N.V., Vongchith, S., Thang, N.T., 2020. Determination of load bearing capacity of reinforced concrete columns using materials' non-linear models of TCVN 5574:2018. Journal of Science and Technology in Civil Engineering. 14(3V), 93–107. DOI: https://doi.org/10.31814/stce.nuce2020-14(3V)-09

[15] Chuong, N.T., Quy, D.X., 2016. Calculation of square reinforced concrete columns subjected to eccentric compression according to TCVN 5574:2012. Proceedings of the 2016 Annual Scientific Conference; 17/11/2016; Thuy Loi University, Hanoi, Vietnam. pp. 1–3.

[16] Li, F., Chen, C., Xiang, Z., 2024. Study on axial compression performance of corroded reinforced concrete columns strengthened by concrete canvas and carbon fiber reinforced plastic under secondary corrosion. Buildings. 14, 803. DOI: https://doi.org/10.3390/buildings14030803

[17] Liu, S., Wang, X., Ali, Y.M.S., et al., 2023. Experimental study on eccentric compression behavior of slender rectangular concrete columns reinforced with steel and BFRP bars, Engineering Structures. 293, 116626. DOI: https://doi.org/10.1016/j.engstruct.2023.116626

[18] Lin, H.J., Liao, C.I., 2004. Compressive strength of reinforced concrete column confined by composite material, Composite Strutures. 65(2), 239–250. DOI: https://doi.org/10.1016/j.compstruct.2003.11.001

[19] Quang, N.D., Cuong, N.H., Tien, N.D., 2020. Experimental and analytical evaluation of concentrically loaded reinforced concrete columns strengthening by carbon textile reinforced concrete jacketing. Transport and Communications Science Journal. 71(5), 486–499. DOI: https://doi.org/10.25073/tcsj.71.5.3

[20] Taha, B., Nounu, G., 2008. Properties of concrete contains mixed colour waste recycled glass as sand and cement replacement, Construction and Building Materials. 22(5), 713–720. DOI: https://doi.org/10.1016/j.conbuildmat.2007.01.019

[21] Mansour, M.A., Ismail, M.H.B., Imran Latif, Q.B.A., et al., 2023. A systematic review of the concrete durability incorporating recycled glass. Sustainability. 15(4), 3568. DOI: https://doi.org/10.3390/su15043568

[22] Ahmad Shayan, S., Aimin, X., 2004. Value-added utilisation of waste glass in concrete. Cement and Concrete Research. 34(1), 81–89. DOI: https://doi.org/10.1016/S0008-8846(03)00251-5

[23] 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. DOI: https://doi.org/10.1061/(ASCE)MT.1943-5533.0000126

[24] Taha, B., Nounu, G., 2009. Utilizing waste recycled glass as sand/cement replacement in concrete. Journal of Materials in Civil Engineering. 21(12), 709–721. DOI: https://doi.org/10.1061/(ASCE)0899-1561(2009)21:12(709)

[25] Hongjian, D., Kiang, T.H., 2014. Concrete with recycled glass as fine aggregates. Materials Journal. 111(1), 47–58. DOI: https://doi.org/10.14359/51686446

[26] 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. DOI: https://doi.org/10.1016/j.cemconcomp.2008.12.002

[27] Hentges, T.I., Kautzmann, V.O., Angulo, S.C., et al., 2023. Comparative study of porous recycled concrete aggregates treated with pozzolanic slurry or carbonation and resulting recycled concrete properties. International Journal of Civil Engineering. 21, 1965–1984. DOI: https://doi.org/10.1007/s40999-023-00865-x

[28] Tüfekçi, M.M., Çakır, Ö., 2017. An investigation on mechanical and physical properties of recycled coarse aggregate (RCA) concrete with GGBFS. International Journal of Civil Engineering. 15, 549–563. DOI: https://doi.org/10.1007/s40999-017-0167-x

[29] Le, A.T., Van Cao, V., 2024. Monotonic and cyclic behaviors of reinforced recycled aggregate concrete beams. International Journal of Civil Engineering. 22, 2251–2267. DOI: https://doi.org/10.1007/s40999-024-00997-8

[30] Orioli, M.A., Costa, W.G.S., Britto, T.S.S., et al., 2024. Effect of the incorporation of recycled aggregate from construction and demolition waste on the mechanical strength of silty-cement soil. International Journal of Civil Engineering. 22, 1357–1370. DOI: https://doi.org/10.1007/s40999-024-00951-8

[31] TCVN 7570:2006. 2006. Aggregates for Concrete and Mortar – Specifications.

[32] El-Tawil, S.M., Deierlein, G.G., 1996. Fiber element analysis of composite beam-column cross-sections. Cornell University, School of Civil and Environmental Engineering: Ithaca, NY, USA.

[33] Mirza, S.A., Skrabek, B.W., 1992. Statistical analysis of slender composite beam-column strength, Journal of Structural Engineering. 118(5), 1312–1332. DOI: https://doi.org/10.1061/(ASCE)0733-9445(1992)118:5(1312)

[34] Huang, Y.S., Long, Y.L., Cai, J., 2008. Ultimate strength of rectan-gular concrete-filled steel tubular (CFT) stub columns under axial com-pression. Steel and Composite Structures. 8(2), 115–128. DOI: https://doi.org/10.12989/scs.2008.8.2.115

[35] Sheikh, S., Uzumeri, S.M., 1982. Analytical model for concrete confinement in tied columns. Journal of the Structural Division. 108(12), 2703–2722. DOI: https://doi.org/10.1061/JSDEAG.0006100

[36] TCVN 7572-2:2006. 2006. Aggregates for Concrete and Mortar – Test Methods Part 2: Determination of Partical Zise Distribution.

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How to Cite

Thanh-Quang-Khai Lam, Thi-Thuy-Trang Vo, & Sreekeshava, K. (2025). Compressive Behaviour of Reinforced Concrete Columns Using Recycled Building Glass Instead of Sand Aggregate in Concrete. Journal of Building Material Science, 7(1), 1–19. https://doi.org/10.30564/jbms.v7i1.8253

Issue

Vol. 7 , Iss. 1 (March 2025): In Progress

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Article

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Copyright © 2025 Thanh-Quang-Khai Lam, Thi-Thuy-Trang Vo, K.S. Sreekeshava

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This is an open access article under the Creative Commons Attribution-NonCommercial 4.0 International (CC BY-NC 4.0) License.

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