Utilization of Local Waste Materials in High-Performance and Self-Compacting Concrete

Article Preview

Abstract:

The objective of this study is to investigate the effects of using local waste materials on the properties of fresh and hardened high performance and self-compacting concrete. Crushed ceramic products and steel slag from electric-arc furnaces were used as partial replacements of traditional concrete raw materials in the production of self-compacting and high performance concrete, which were obtained from local factories in Kuwait. Preliminary results have shown that using crushed ceramic products (in the form of powder and 3/8” aggregates) increases the rate of strength gain as the concrete cures, while using electric-arc furnace slag increases the compressive strength of the benchmark concrete mix by up to 40%.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

18-28

Citation:

Online since:

May 2020

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2020 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] A. Halicka, P. Ogrodnik and B. Zegardlo, Using ceramic sanitary ware waste as concrete aggregate,, Construction and Building Materials, vol. 48, pp.295-305, (2013).

DOI: 10.1016/j.conbuildmat.2013.06.063

Google Scholar

[2] C. Medina, M. Sánchez de Rojas and M. Frías, Reuse of sanitary ceramic wastes as coarse aggregate in eco-efficient concretes,, Cement and Concrete Composites, vol. 34, no. 1, pp.48-54, (2012).

DOI: 10.1016/j.cemconcomp.2011.08.015

Google Scholar

[3] Asa-inc.org.au. (2019). Electric Arc Furnace Slag. [online] Available at: http://www.asa-inc.org.au/products/electric-arc-furnace-slag [Accessed 31 Jul. 2019].

Google Scholar

[4] Juan A, Medina C, Guerra MI, Llamas B, Morán JM, Tascón A. Re-use of construction and demolition residues and industrial wastes for the elaboration or recycled eco-efficient concretes. Span J Agric Res 2010;8(1):25–34.

DOI: 10.5424/sjar/2010081-1140

Google Scholar

[5] Gomes M, de Brito J. Structural concrete with incorporation of coarse recycled concrete and ceramic aggregates: durability performance. Mater Struct;42(5):663–75, (1999).

DOI: 10.1617/s11527-008-9411-9

Google Scholar

[6] K. Garg and K. Kapoor, A Review on Ground Granulated Blast-Furnace Slag as a Cement replacing material,, International Journal of Engineering Research and Management, vol. 3, no. 7, pp.214-217, (2016).

Google Scholar

[7] P. Arulsivanantham and R. Gokulan, A Review on Self Compacting Concrete,, International Journal of ChemTech Research, vol. 10, no. 11, pp.62-68, (2017).

Google Scholar

[8] Khayat K. H., Workability, Testing and Performance of Self Consolidating Concrete,, ACI Materials Journal, Vol. 96, No. 3, pp.346-354, May-June (1999).

DOI: 10.14359/632

Google Scholar

[9] ASTM International. (2017). ASTM C1621/C1621M-17 Standard Test Method for Passing Ability of Self-Consolidating Concrete by J-Ring. Retrieved from https://doi.org/10.1520/C1621_C1621M-17.

Google Scholar

[10] British Standards Institution. (1998).  BS EN 12350-10:2010: Testing fresh concrete. Self-compacting concrete. L box test. Retrieved from http://www.standardsuk.com/.

Google Scholar

[11] British Standards Institution. (1998).  BS EN 12350-9:2010: Testing fresh concrete. Self-compacting concrete. V funnel test. Retrieved from http://www.standardsuk.com/.

DOI: 10.3403/30210222u

Google Scholar