Sustainable Reinforcement: Investigating the Mechanical Properties of Concrete with Recycled Aggregates and Sisal Fibers
Commenced in January 2007
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Sustainable Reinforcement: Investigating the Mechanical Properties of Concrete with Recycled Aggregates and Sisal Fibers

Authors: Salahaldein Alsadey, Issa Amaish

Abstract:

Recycled aggregates (RA) have the potential to compromise concrete performance, contributing to issues such as reduced strength and increased susceptibility to cracking. This study investigates the impact of sisal fiber (SF) on the mechanical properties of concrete, with the objective of utilizing SFs as a reinforcing element in concrete compositions containing natural aggregate and varying percentages (25%, 50%, and 75%) of coarse RA replacement. The investigation aims to discern the positive and negative effects on compressive and flexural strength, thereby assessing the viability of SF-reinforced recycled concrete in comparison to conventional concrete composed of natural aggregate without SF. Test results revealed that concrete samples incorporating SF exhibited elevated compressive and flexural strength. Comparative analysis of these strength values was conducted with reference to samples devoid of SF.

Keywords: Sustainable construction, construction materials, recycled aggregate, sisal fibers, compressive strength, flexural strength, eco-friendly concrete, natural fiber composites, recycled materials, construction waste management.

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References:


[1] Spence, R. and Mulligan, H. (1995). “Sustainable development and the construction industry.” Habitat international, 19, 279-292.
[2] Siddesha, H. (2011). Experimental Studies on the Effect of Ceramic fine aggregate on the Strength properties of Concrete. Int. J. Adv. Eng. Sci. Technol., 1(1), 71-76.
[3] Salesa, Á., Pérez-Benedicto, J. A., Colorado-Aranguren, D., López-Julián, P. L., Esteban, L. M., Sanz-Baldúz, L. J., . . . Olivares, D. (2017). Physico–mechanical properties of multi–recycled concrete from precast concrete industry. Journal of Cleaner Production, 141, 248-255.
[4] Zhang, H.; Ji, T.; Liu, H.; Su, S. Modifying recycled aggregate concrete by aggregate surface treatment using sulphoaluminate cement and basalt powder. Constr. Build. Mater. 2018, 192, 526–537.
[5] Corinaldesi, V.; Moriconi, G. Influence of mineral additions on the performance of 100% recycled aggregate concrete. Constr. Build. Mater. 2009, 23, 2869–2876.
[6] Akca, K.R.; Cakir, O.; Ipek, M. Properties of polypropylene fiber reinforced concrete using recycled aggregates. Constr. Build. Mater. 2015, 98, 620–630.
[7] Muduli, R.; Bhusan, B.; Mukharjee, B. Effect of incorporation of metakaolin and recycled coarse aggregate on properties of concrete. J. Clean. Prod. 2019, 209, 398–414.
[8] Ozger, O.B.; Girardi, F.; Giannuzzi, G.M.; Salomoni, V.A.; Majorana, C.E.; Fambri, L.; Baldassino, N. Effect of nylon fibres on mechanical and thermal properties of hardened concrete for energy storage systems. Mater. Des. 2013, 51, 989–997.
[9] Yap, S.P.; Alengaram, U.J.; Jumaat, M.Z. Enhancement of mechanical properties in polypropylene- and nylon-fibre reinforced oil palm shell concrete. Mater. Des. 2013, 49, 1034–1041.
[10] Rao, K. M. M., & Rao, K. M. (2007). Extraction and tensile properties of natural fibers: Vakka, date, and bamboo. Composite structures, 77(3), 288-295.
[11] Baruah, P., & Talukdar, S. (2007). A comparative study of the compressive, flexural, tensile and shear strength of concrete with fibers of different origins. Indian concrete journal, 81(7), 17-24.
[12] American Society for Testing and Materials 2015. (ASTM), Standard specification for Portland cement, ASTM C150/C150M, ASTM International, West Conshohocken, PA.
[13] American Concrete Institute (ACI), 1991. Standard practice for selecting proportions for normal, heavyweight and mass concrete, ACI 211-91, Farmington Hills, USA.
[14] British Standard BSI. (1990). "Testing Aggregates—Part 110: Methods for Determination of Aggregate Crushing Value (ACV)," BS 812-110:1990. London, UK: BSI. ISBN 0 580 18827 2.
[15] British Standard BSI. (1990). "Testing Aggregates—Part 112: Methods for Determination of Aggregate Impact Value (AIV)," BS 812-112:1990 Incorporating Amendment No. 8772. London, UK: BSI. ISBN 0 580 18825 6.
[16] Committee, A. (2003). C09. ASTM C33-03, Standard Specification for Concrete Aggregates: ASTM International
[17] American Society for Testing and Materials (ASTM), 2015. Standard test method for slump of hydraulic cement concrete, ASTM C143/C143M, ASTM International, West Conshohocken, PA.
[18] British Standard Institution, BS 1881: Part 116 (1983). “Methods for Determination of Compressive Strength of Concrete Cube”.
[19] ASTM C1018-92. (1992). Standard test method for flexural toughness and first-crack strength of fibre-reinforced concrete. American Society for Testing and Materials.
[20] Safiuddin, M., Salam, M., & Jumaat, M. (2011). Effects of recycled concrete aggregate on the fresh properties of self-consolidating concrete. Archives of Civil and Mechanical Engineering, 11(4), 1023-1041.
[21] Song, P.S.; Hwang, S.; Sheu, B.C. Strength properties of nylon-and polypropylene-fiber reinforced concretes. Cem. Concr. Res. 2005, 35, 1546–1550.
[22] Ozger, O.B.; Girardi, F.; Giannuzzi, G.M.; Salomoni, V.A.; Majorana, C.E.; Fambri, L.; Baldassino, N. Effect of nylon fibres on mechanical and thermal properties of hardened concrete for energy storage systems. Mater. Des. 2013, 51, 989–997.
[23] Das, C.S.; Dey, T.; Dandapat, R.; Mukharjee, B.B. Performance evaluation of polypropylene fibre reinforced recycled aggregate concrete. Constr. Build. Mater. 2018, 189, 649–659.