Upcycling C&D Waste via Mechanical Abrasion: Balancing Aggregate Quality Enhancement against Process-Induced Damage
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Abstract
The construction industry is a significant consumer of natural aggregates and a major contributor to carbon emissions. Recycled Concrete Aggregates (RCA) derived from Construction and Demolition (C&D) waste offer a promising sustainable alternative. This study examines how mechanical abrasion affects RCA processed in a Los Angeles (LA) abrasion drum with revolutions ranging from 100 to 1000 to find an optimal treatment window that maximizes quality without causing aggregate damage. The results indicate that coarse RCA processed at 500–600 revolutions significantly improved specific gravity (~2.55 from ~2.3) and reduced water absorption (~2.0% from ~4-5%), meeting the standards for natural aggregates. This treatment effectively removed fine mortar particles and improved durability (soundness loss ~15%), surpassing untreated RCA, which exhibited soundness losses >30%. However, excessive abrasion beyond ~700 revolutions led to an increase in fines and micro-cracking, resulting in a soundness loss exceeding 23%, failing durability criteria. The optimal abrasion range (~500 revolutions) resulted in a coarse aggregate yield of about 50%, compared to only 27% at 1000 revolutions. The study shows that on-site processing of C&D waste at this optimal level produces high-value aggregates for structural concrete, supporting the circular economy by reducing dependence on virgin aggregates and diverting waste from landfills. Cost analysis indicates that moderate abrasion (~500 revolutions) maximizes net material value while minimizing energy use and dust production. These results emphasize the viability of mechanical abrasion as a sustainable upcycling method for RCA, balancing quality improvement with process-related damage.
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References
[1] H. Yuan and L. Shen, “Trend of the research on construction and demolition waste management,” Waste Manag., vol. 31, no. 4, pp. 670–679, 2011.
[2] Z. Duan, S. Hou, J. Xiao, and B. Li, “Study on the essential properties of recycled powders from construction and demolition waste,” J. Clean. Prod., vol. 253, p. 119865, 2020.
[3] F. Pacheco-Torgal, “Eco-efficient construction and building materials research under the EU Framework Programme Horizon 2020,” Constr. Build. Mater., vol. 51, pp. 151–162, 2014.
[4] M. Menegaki and D. Damigos, “A review on current situation and challenges of construction and demolition waste management,” Curr. Opin. green Sustain. Chem., vol. 13, pp. 8–15, 2018.
[5] R. Přikryl, “Geomaterials as construction aggregates: a state-of-the-art,” Bull. Eng. Geol. Environ., vol. 80, no. 12, pp. 8831–8845, 2021.
[6] D. Vijerathne, S. Wahala, and C. Illankoon, “Impact of crushed natural aggregate on environmental footprint of the construction industry: enhancing sustainability in aggregate production,” Buildings, vol. 14, no. 9, p. 2770, 2024.
[7] Z. Agioutantis, K. Komnitsas, and A. Athousaki, “Aggregate transport and utilization: Ecological footprint and environmental impacts,” Bull. Geol. Soc. Greece, vol. 47, no. 4, pp. 1960–1969, 2013.
[8] S. K. Ghosh, Waste Management as Economic Industry Towards Circular Economy. Springer, 2020.
[9] United States Environmental Protection Agency (US-EPA)., “Advancing sustainable materials management: Facts and figures report,” Environ. Prot. Agency, 2020.
[10] L. Zheng et al., “Characterizing the generation and flows of construction and demolition waste in China,” Constr. Build. Mater., vol. 136, pp. 405–413, 2017, doi: 10.1016/j.conbuildmat.2017.01.055.
[11] S. H. Hassan, H. A. Aziz, I. Johari, and Y.-T. Hung, “Construction and demolition (C&D) waste management and disposal,” in Solid Waste Engineering and Management: Volume 2, Springer, 2022, pp. 165–216.
[12] S. Jain, S. Singhal, and N. K. Jain, “Construction and demolition waste (C&DW) in India: generation rate and implications of C&DW recycling,” Int. J. Constr. Manag., vol. 21, no. 3, pp. 261–270, 2021, doi: 10.1080/15623599.2018.1523300.
[13] A. Akhtar and A. K. Sarmah, “Construction and demolition waste generation and properties of recycled aggregate concrete: A global perspective,” J. Clean. Prod., vol. 186, pp. 262–281, 2018.
[14] C. P. Ginga, J. M. C. Ongpeng, and M. K. M. Daly, “Circular economy on construction and demolition waste: A literature review on material recovery and production,” Materials (Basel)., vol. 13, no. 13, pp. 1–18, 2020, doi: 10.3390/ma13132970.
[15] N. Kisku, H. Joshi, M. Ansari, S. K. Panda, S. Nayak, and S. C. Dutta, “A critical review and assessment for usage of recycled aggregate as sustainable construction material,” Constr. Build. Mater., vol. 131, pp. 721–740, 2017, doi: 10.1016/j.conbuildmat.2016.11.029.
[16] N. Makul, Recycled Aggregate Concrete: Technology and Properties. CRC Press, 2023.
[17] R. V. Silva, J. De Brito, and R. K. Dhir, “Properties and composition of recycled aggregates from construction and demolition waste suitable for concrete production,” Constr. Build. Mater., vol. 65, pp. 201–217, 2014, doi: 10.1016/j.conbuildmat.2014.04.117.
[18] Y. Zhang, W. Luo, J. Wang, Y. Wang, Y. Xu, and J. Xiao, “A review of life cycle assessment of recycled aggregate concrete,” Constr. Build. Mater., vol. 209, pp. 115–125, 2019, doi: 10.1016/j.conbuildmat.2019.03.078.
[19] S. C. Kou and C. S. Poon, “Enhancing the durability properties of concrete prepared with coarse recycled aggregate,” Constr. Build. Mater., vol. 35, pp. 69–76, 2012, doi: 10.1016/j.conbuildmat.2012.02.032.
[20] M. C. Limbachiya, E. Marrocchino, and A. Koulouris, “Chemical-mineralogical characterisation of coarse recycled concrete aggregate,” Waste Manag., vol. 27, no. 2, pp. 201–208, 2007, doi: 10.1016/j.wasman.2006.01.005.
[21] L. Evangelista and J. De Brito, “Concrete with fine recycled aggregates: A review,” Eur. J. Environ. Civ. Eng., vol. 18, no. 2, pp. 129–172, 2014, doi: 10.1080/19648189.2013.851038.
[22] J. Xiao, L. Li, V. W. Y. Tam, and H. Li, “The state of the art regarding the long-term properties of recycled aggregate concrete,” Struct. Concr., vol. 15, no. 1, pp. 3–12, 2014, doi: 10.1002/suco.201300024.
[23] D. Pedro, J. de Brito, and L. Evangelista, “Mechanical characterization of high performance concrete prepared with recycled aggregates and silica fume from precast industry,” J. Clean. Prod., vol. 164, pp. 939–949, 2017, doi: 10.1016/j.jclepro.2017.06.249.
[24] J. De Brito, J. Ferreira, J. Pacheco, D. Soares, and M. Guerreiro, “Structural, material, mechanical and durability properties and behaviour of recycled aggregates concrete,” J. Build. Eng., vol. 6, pp. 1–16, 2016, doi: 10.1016/j.jobe.2016.02.003.
[25] B. S. Thomas, R. C. Gupta, P. Kalla, and L. Cseteneyi, “Strength, abrasion and permeation characteristics of cement concrete containing discarded rubber fine aggregates,” Constr. Build. Mater., vol. 59, pp. 204–212, 2014.
[26] L. Butler, J. S. West, and S. L. Tighe, “Effect of recycled concrete coarse aggregate from multiple sources on the hardened properties of concrete with equivalent compressive strength,” Constr. Build. Mater., vol. 47, pp. 1292–1301, 2013.
[27] J. M. Khatib, “Properties of concrete incorporating fine recycled aggregate,” Cem. Concr. Res., vol. 35, no. 4, pp. 763–769, 2005, doi: 10.1016/j.cemconres.2004.06.017.
[28] S.-C. Kou and C.-S. Poon, “Properties of concrete prepared with crushed fine stone, furnace bottom ash and fine recycled aggregate as fine aggregates,” Constr. Build. Mater., vol. 23, no. 8, pp. 2877–2886, 2009, doi: 10.1016/j.conbuildmat.2009.02.009.
[29] B. González-Fonteboa and F. Martínez-Abella, “Concretes with aggregates from demolition waste and silica fume. Materials and mechanical properties,” Build. Environ., vol. 43, no. 4, pp. 429–437, 2008, doi: 10.1016/j.buildenv.2007.01.008.
[30] M. Etxeberria, E. Vázquez, A. Marí, and M. Barra, “Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete,” Cem. Concr. Res., vol. 37, no. 5, pp. 735–742, 2007, doi: 10.1016/j.cemconres.2007.02.002.
[31] R. Purushothaman, R. R. Amirthavalli, and L. Karan, “Influence of treatment methods on the strength and performance characteristics of recycled aggregate concrete,” J. Mater. Civ. Eng., vol. 27, no. 5, p. 4014168, 2015, doi: 10.1061/(ASCE)MT.1943-5533.0001128.
[32] H. Zhang, W. Wei, Z. Shao, and R. Qiao, “The investigation of concrete damage and recycled aggregate properties under microwave and conventional heating,” Constr. Build. Mater., vol. 341, p. 127859, 2022, doi: 10.1016/j.conbuildmat.2022.127859.
[33] Y. Li, S. Zhang, R. Wang, Y. Zhao, and C. Men, “Effects of carbonation treatment on the crushing characteristics of recycled coarse aggregates,” Constr. Build. Mater., vol. 201, pp. 408–420, 2019, doi: 10.1016/j.conbuildmat.2018.12.158.
[34] A. Katz, “Treatments for the improvement of recycled aggregate,” J. Mater. Civ. Eng., vol. 16, no. 6, pp. 597–603, 2004, doi: 10.1061/(ASCE)0899-1561(2004)16:6(597).
[35] V. Achal, A. Mukherjee, and M. S. Reddy, “Microbial concrete: A way to enhance durability of building structures,” 2nd Int. Conf. Sustain. Constr. Mater. Technol., vol. 23, no. 6, pp. 23–28, 2010, doi: 10.1061/(asce)mt.1943-5533.0000159.
[36] L. Chaurasia, V. Bisht, L. P. Singh, and S. Gupta, “A novel approach of biomineralization for improving micro and macro-properties of concrete,” Constr. Build. Mater., vol. 195, pp. 340–351, 2019, doi: 10.1016/j.conbuildmat.2018.11.031.
[37] V. W. Y. Tam, C. M. Tam, and K. N. Le, “Removal of cement mortar remains from recycled aggregate using pre-soaking approaches,” Resour. Conserv. Recycl., vol. 50, no. 1, pp. 82–101, 2007, doi: 10.1016/j.resconrec.2006.05.012.
[38] V. W. Y. Tam, M. Soomro, A. C. J. Evangelista, and A. Haddad, “Deformation and permeability of recycled aggregate concrete - A comprehensive review,” J. Build. Eng., vol. 44, p. 103393, 2021, doi: 10.1016/j.jobe.2021.103393.
[39] J. Wang, J. Zhang, D. Cao, H. Dang, and B. Ding, “Comparison of recycled aggregate treatment methods on the performance for recycled concrete,” Constr. Build. Mater., vol. 234, p. 117366, 2020, doi: 10.1016/j.conbuildmat.2019.117366.
[40] D. V. Bompa and A. Y. Elghazouli, “Creep properties of recycled tyre rubber concrete,” Constr. Build. Mater., vol. 209, pp. 126–134, 2019, doi: 10.1016/j.conbuildmat.2019.03.127.
[41] C. Gu et al., “Feasibility of recycling sewage sludge ash in ultra-high performance concrete: Volume deformation, microstructure and ecological evaluation,” Constr. Build. Mater., vol. 318, p. 125823, 2022, doi: 10.1016/j.conbuildmat.2021.125823.
[42] V. W. Y. Tam and C. M. Tam, “A new approach in assessing cement mortar remains on recycled aggregate,” Mag. Concr. Res., vol. 59, no. 6, pp. 413–422, 2007, doi: 10.1680/macr.2007.59.6.413.
[43] L. Evangelista and J. de Brito, “Mechanical behaviour of concrete made with fine recycled concrete aggregates,” Cem. Concr. Compos., vol. 29, no. 5, pp. 397–401, 2007, doi: 10.1016/j.cemconcomp.2006.12.004.
[44] A. Verma, “Durability and strength characteristics of concrete through various experiments using treated recycled aggregates,” J. Mater. Cycles Waste Manag., vol. 27, no. 4, pp. 2321–2340, 2025, doi: 10.1007/s10163-025-02235-2.
[45] ASTM C131/C131M-20, Standard Test Method for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine. Pennsylvania: ASTM International, 2020.
[46] IS 2386 (Part IV)–1963, Methods of Test for Aggregates for Concrete: Mechanical Properties. Bureau of Indian Standards, 1963.
[47] C. S. Rangel, M. Amario, M. Pepe, E. Martinelli, and R. D. T. Filho, “Influence of wetting and drying cycles on physical and mechanical behavior of recycled aggregate concrete,” Materials (Basel)., vol. 13, no. 24, pp. 1–20, 2020, doi: 10.3390/ma13245675.
[48] F. Wu, X. Chen, and H. Chen, “A novel rotating drum abrasion apparatus and optimized testing method for concrete considering debris flow parameters,” Constr. Build. Mater., vol. 481, p. 141592, 2025, doi: 10.1016/j.conbuildmat.2025.141592.
[49] F. Wu, X. Chen, and X. Li, “Abrasion performance of cement mortar by debris flow,” Tribol. Int., vol. 175, p. 107839, 2022, doi: 10.1016/j.triboint.2022.107839.
[50] M. A. Yazdi, E. Dejager, M. Debraekeleer, E. Gruyaert, K. Van Tittelboom, and N. De Belie, “Bond strength between concrete and repair mortar and its relation with concrete removal techniques and substrate composition,” Constr. Build. Mater., vol. 230, p. 116900, 2020, doi: 10.1016/j.conbuildmat.2019.116900.
[51] IS 2386 (Part I)–1963, Methods of Test for Aggregates for Concrete: Particle Size and Shape. Bureau of Indian Standards, 1963.
[52] IS 383:2016. (2016), Coarse and Fine Aggregate for Concrete – Specification. Bureau of Indian Standards, 2016.
[53] ASTM C136/C136M-19, Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates. Pennsylvania: ASTM International, 2019.
[54] BS EN 12620:2013, Aggregates for concrete. London: British Standards Institution, 2013.
[55] IS 2386 (Part III)–1963, Methods of Test for Aggregates for Concrete: Specific Gravity, Density, Voids, Absorption and Bulking. Bureau of Indian Standards, 1963.
[56] ASTM C127-15, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Coarse Aggregate. Pennsylvania: ASTM International, 2015.
[57] ASTM C128-15, Standard Test Method for Relative Density (Specific Gravity) and Absorption of Fine Aggregate. Pennsylvania: ASTM International, 2015.
[58] IS 2386 (Part V)–1963, Methods of Test for Aggregates for Concrete: Soundness. Bureau of Indian Standards, 1963.
[59] ASTM C88/C88M-18, Standard Test Method for Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate. Pennsylvania: ASTM International, 2018.
[60] ASTM C33/C33M-18, Standard Specification for Concrete Aggregates. Pennsylvania: ASTM International, 2018.
[61] A. S. Alqarni, H. Abbas, K. M. Al‐shwikh, and Y. A. Al‐salloum, “Influence of Treatment Methods of Recycled Concrete Aggregate on Behavior of High Strength Concrete,” Buildings, vol. 12, no. 4, p. 494, 2022, doi: 10.3390/buildings12040494.
[62] A. Verma, V. Sarath Babu, and S. Arunachalam, “Influence of mixing approaches on strength and durability properties of treated recycled aggregate concrete,” Struct. Concr., vol. 22, no. S1, pp. E121–E142, 2021, doi: 10.1002/suco.202000221.
[63] M. Wijayasundara, P. Mendis, and T. Ngo, “Comparative assessment of the benefits associated with the absorption of CO2 with the use of RCA in structural concrete,” J. Clean. Prod., vol. 158, pp. 285–295, 2017, doi: 10.1016/j.jclepro.2017.03.230.
[64] I. Nováková and K. Mikulica, “Properties of Concrete with Partial Replacement of Natural Aggregate by Recycled Concrete Aggregates from Precast Production,” Procedia Eng., vol. 151, pp. 360–367, 2016, doi: 10.1016/j.proeng.2016.07.387.
[65] A. C. Trandafir and B. A. Erickson, “Stiffness Degradation and Yielding of EPS Geofoam under Cyclic Loading,” J. Mater. Civ. Eng., vol. 24, no. 1, pp. 119–124, 2012, doi: 10.1061/(asce)mt.1943-5533.0000362.
[66] R. Nålsund, “Influence of mineral grain size, grain size distribution and micro-cracks on rocks mechanical strength,” 14 th Euroseminar Microsc. Appl. to Build. Mater., pp. 10–14, 2013.
[67] B. Czinder and Á. Török, “Strength and abrasive properties of andesite: relationships between strength parameters measured on cylindrical test specimens and micro-Deval values—a tool for durability assessment,” Bull. Eng. Geol. Environ., vol. 80, no. 12, pp. 8871–8889, 2021, doi: 10.1007/s10064-020-01983-9.
[68] M. D. Safiuddin, M. A. Salam, and M. Z. Jumaat, “Effects of recycled concrete aggregate on the fresh properties of self-consolidating concrete,” Arch. Civ. Mech. Eng., vol. 11, no. 4, pp. 1023–1041, 2011, doi: 10.1016/S1644-9665(12)60093-4.
[69] S. Ismail and M. Ramli, “Mechanical strength and drying shrinkage properties of concrete containing treated coarse recycled concrete aggregates,” Constr. Build. Mater., vol. 68, pp. 726–739, 2014, doi: 10.1016/j.conbuildmat.2014.06.058.
[70] A. Verma, V. Sarath Babu, and S. Arunachalam, “Influence of mixing approaches on strength and durability properties of treated recycled aggregate concrete,” Struct. Concr., vol. 22, no. S1, pp. E121–E142, 2021, doi: 10.1002/suco.202000221.
[71] A. Alibeigibeni, F. Stochino, M. Zucca, and F. L. Gayarre, “Enhancing Concrete Sustainability: A Critical Review of the Performance of Recycled Concrete Aggregates (RCAs) in Structural Concrete,” Buildings, vol. 15, no. 8, pp. 1–25, 2025, doi: 10.3390/buildings15081361.