By: Rahul Sharma and Harsh Rathore
1Student, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopal, M.P., India
2Assistant Professor, Department of Civil Engineering, Sanjeev Agarwal Global Educational University, Bhopal, M.P., India
The surge in construction material demand, propelled by urbanization, necessitates sustainable waste
management strategies. Recycling demolished waste into concrete has gained prominence due to
environmental concerns and resource depletion. This review consolidates insights gleaned from
various studies on the utilization of recycled coarse aggregates (RCA) in concrete. Investigations
reveal that water absorption in RCA depends on adhered mortar quality, impacting mechanical
properties. Various alternative materials and their mechanical performance are explored, highlighting
their superiority. Studies emphasize the significance of material characteristics, including abrasion
loss and soundness, aligning with transportation specifications. Porosity and permeability variations
in recycled aggregate concrete (RAC) are scrutinized, influencing durability. Global research from
1945 to 1985 establishes foundational knowledge, guiding RAC production. Challenges such as
workability, strength reduction, and freeze-thaw resistance are addressed, providing a comprehensive
understanding. Recent studies have delved into the mechanical properties of RAC, providing valuable
insights that contribute to the advancement of sustainable construction practices. This review informs
the optimization of RAC formulations, contributing to eco-friendly and efficient construction
practices.
Citation:
Refrences:
1. Chini AR, Monteiro R. Use of recycled concrete aggregate as a base course. ASC Proceedings of
the 35th Annual Conference. California Polytechnic State University, San Luis Obispo,
California. 1999, April 7–10. pp. 307–318.
2. Chini AR, Kuo S-S, Armaghani JM, Duxbury JP. Test of recycled concrete aggregate in
accelerated test track. J Transp Eng. 2001; 127 (6): 486–492p.
3. ACI363R. State of the art Report on High-Strength Concrete. American Concrete Institute.
Detroit. 1992.
4. Chen A, Xia X, Zhang Q, Wu M. The meso-level numerical experiment research of the mechanics
properties of recycled concrete. J Softw. 2012; 7 (9): 1932–1940p.
5. Akcaoglu T, Tokyay M, Celik T. Effect of coarse aggregate size and matrix quality on ITZ and
failure behaviour of concrete under uniaxial compression. Cem Concr Compos. 2004; 26: 633–
638p.
6. Kou SC, Poon CS, Chan D. Influence of fly ash as cement addition on the hardened properties of
recycled aggregate concrete. Mater Struct. 2008; 41: 1191–1201.
7. Ulzurru GSD, Zanuy C. Enhancement of impact performance of reinforced concrete beams
without stirrups by adding steel fibres. Const Build. 2017; 145: 166–182p.
8. Pendro D, de Brito J, Evangelista L. Influence of the use of recycled concrete aggregate from
different sources on structural concrete. Const Build Mater. 2014; 71: 141–151p.
9. Dhir AK, Limbachiya MC, Leelawat T. Suitability of recycled concrete aggregate for use in
BS5328 designated mixes. Struct Build. 1999; 134: 257–274p.
10. Dillmann T. Concrete with recycled concrete aggregate. Proceedings of International Symposium
on Sustainable Construction; Use of Recycled Aggregate Concrete. University of Dundee,
Scotland. 1998, November. pp. 239–253.
11. Awchat GD, Kanhe NM. Experimental studies on polymer modified steel fibre reinforced
recycled aggregate concrete. Int J Appl Innov Eng Manag. 2013; 2.
12. Gómez-Soberón JMV. Porosity of recycled concrete with substitution of recycled concrete
aggregate. Cem Concr Res. 2002; 32: 1301–1311p.
13. González-Fonteboa B, MartÃnez-Ablle F. Concretes with aggregates from demolition waste and
silica fume. Materials and mechanical properties. Build Environ. 2008; 43: 429–437p.
14. González-Fonteboa B, MartÃnez-Ablle F. Shear strength of recycled concrete beams. Constr Build
Mater. 2007; 21: 887–893p.
15. Yahaghi J, Muda ZC, Beddu SB. Impact resistance of oil palm shells concrete reinforced with
polypropylene fibre. Constr Build Mater. 2018; 123: 394–403p.
16. Xiao J, Xie Q, Xie W. Study on high-performance concrete at high temperatures in China (2004–
2016)–an updated overview. Fire Saf J. 2018; 95: 11–24p.
17. Xiao J, Huang Y, Yang J, Zhang Ch. Mechanical properties of confined recycled aggregate
concrete under axial compression. Constr Build Mater. 2012; 26: 591–603p.
18. Jankovic K, Nikolic D, Bojovic D, Romakov LL. The estimation of compressive strength of
normal and recycled aggregate concrete. Arch Civ Eng. 2011; 9 (3): 419–431p.
19. Sai KR. Brick basalt and recycled aggregate concrete. Indian Concr J. 1988; 62: 85–87p.
20. Levy SM, Helene P. Durability of recycled aggregates concrete: a safe way to sustainable
development. Cem Concr Res. 2004; 34: 1975–1980p.
21. Arezoumandi M, Smith A, Volz JS, Khayat KH. An experimental study on flexural strength of
reinforced concrete beams with 100% recycled aggregate. Eng Struct. 2015; 88: 154–162p.
22. Malhothra. Recycled concrete – a new aggregate. Can J Civ Eng. 1978; 5: 42–52p.
23. Breccolotti M, Materazzi AL. Structural reliability of bonding between steel rebars and recycled
aggregate concrete. Constr Build Mater. 2013; 47: 927–934p.
24. de Schepper M, van den Heede P, van Driessche I, De Belie N. Lifecycle assessment of
completely recyclable concrete. Materials. 2014; 7: 6010–6027p.
25. Ahmadi M, Farzin S, Hassani A, Motamedi M. Mechanical properties of the concrete containing
recycle fibers and aggregates. Constr Build Mater. 2017; 144: 392–398p.
26. Bangi MR, Horiguchi T. Effect of fiber type and geometry on maximum pore pressure in fibre- reinforced high strength concrete at elevated temperatures. Cem Concr Res. 2012; 42: 459–466p.
27. Otsuki N, Miyazato S, Yodsudjai W. Influence of recycled aggregate on interfacial transition zone,
strength, chloride penetration and carbonation of concrete. J Mater Civ Eng. 2003; 15 (5): 443–
451p
28. Oikonomou N. Recycled concrete aggregates. Cem Concr Compos. 2005; 27: 315–318p.
29. de Oliveira MB, Vazquez E. The influence of retained moisture in aggregates from recycling on
the properties of new hardened concrete. Waste Manag. 1996; 16: 113–117p
