Case Studies
May 27, 2022

A Comprehensive Study of the Effects of Copper Slag on the Fresh and Hardened Properties of Different Cementitious Composites

Publication: Practice Periodical on Structural Design and Construction
Volume 27, Issue 3

Abstract

In this study, to evaluate the effects of using copper slag on the fresh and hardened properties of different cementitious composites, a total of 33 different mix designs were prepared for self-compacting lightweight concrete (SCLC), self-compacting concrete (SCC), and fiber-reinforced cementitious composite (FRCC). Replacing cement with silica fume and copper slag lowered the amount of cement consumption and improved the strength characteristics of concrete. By increasing the amount of copper slag from 0% to 30% of SCLC cement weight, the slump flow diameter increased by about 19% and d500 time decreased by about 37%. It should be noted that in SCC, like SCLC, increasing the copper slag level improved the workability of concrete. Adding copper slag up to 15% of cement weight increased the strength of SCLC up to 19%. Using 15% copper slag in the mix design increased the compressive, tensile, and flexural strengths of SCLC by about 17%, 19%, and 12%, respectively. Moreover, using 15% copper slag in SCC improved the compressive, tensile, and flexural strengths by about 21%, 25%, and 17%, respectively. The best-performing FRCC sample was found to be a hybrid sample containing 15% copper slag and 15% silica fume. In this case, the compressive, tensile, and flexural strengths of the FRCC increased by about 35%, 33%, and 28%, respectively. Therefore, in all three types of the mixes, increasing copper slag in the range of 15% to 20% of cement weight improved the mechanical properties of the specimens and more than that reduced it.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

ACI (American Concrete Institute). 2003. Guide for structural lightweight-aggregate concrete. ACI 213R-03. Farmington Mills, MI: ACI.
ACI (American Concrete Institute). 2007. Self-consolidating concrete: ACI manual of concrete practice. ACI 237R-07. Farmington Mills, MI: ACI.
Afshoon, I., and Y. Sharifi. 2020. “Utilization of micro copper slag in SCC subjected to high temperature.” J. Build. Eng. 29 (May): 101128. https://doi.org/10.1016/j.jobe.2019.101128.
Afzali Naniz, O., and M. Mazloom. 2018. “Effects of colloidal nano-silica on fresh and hardened properties of self-compacting lightweight concrete.” J. Build. Eng. 20 (Nov): 400–410. https://doi.org/10.1016/j.jobe.2018.08.014.
Afzali Naniz, O., and M. Mazloom. 2019a. “Assessment of the influence of micro-and nano-silica on the behavior of self-compacting lightweight concrete using full factorial design.” Asian J. Civ. Eng. 20 (1): 57–70.
Afzali Naniz, O., and M. Mazloom. 2019b. “Fracture behavior of self-compacting semi-lightweight concrete containing nano-silica.” Adv. Struct. Eng. 22 (10): 2264–2277.
ASTM. 2002. Standard test method for splitting tensile strength of cylindrical concrete specimens. ASTM C496. West Conshohocken, PA: ASTM.
ASTM. 2009. Standard test method for passing ability of self-consolidating concrete by J-ring. ASTM C1621/C1621M-17. West Conshohocken, PA: ASTM.
ASTM. 2019. Standard test method for flexural performance of fiber-reinforced concrete (using beam with third-point loading). ASTM C1609M. West Conshohocken, PA: ASTM.
Bogas, J. A., A. Gomes, and M. Pereira. 2012. “Self-compacting lightweight concrete produced with expanded clay aggregate.” Constr. Build. Mater. 35 (Oct): 1013–1022. https://doi.org/10.1016/j.conbuildmat.2012.04.111.
BSI (British Standards Institution). 2000. Testing hardened concrete, method of determination of compressive strength of concrete cubes. BS EN 12390. London: BSI.
Edwin, R. S., M. De Schepper, E. Gruyaert, and N. De Belie. 2016. “Effect of secondary copper slag as cementitious material in ultra-high performance mortar.” Constr. Build. Mater. 119 (Aug): 31–44. https://doi.org/10.1016/j.conbuildmat.2016.05.007.
EFNARC (European Federation for Specialist Construction Chemicals and Concrete Systems). 2002. Specification & guidelines for self-compacting concrete. Farnham, UK: EFNARC.
Esfahani, S. M. R. A., S. A. Zareei, M. Madhkhan, F. Ameri, J. Rashidiani, and R. A. Taheri. 2021. “Mechanical and gamma-ray shielding properties and environmental benefits of concrete incorporating GGBFS and copper slag.” J. Build. Eng. 33 (Jan): 101615. https://doi.org/10.1016/j.jobe.2020.101615.
Farina, I., M. Modano, G. Zuccaro, R. Goodall, and F. Colangelo. 2018. “Improving flexural strength and toughness of geopolymer mortars through additively manufactured metallic rebars.” Composites, Part B 145 (Jul): 155–161. https://doi.org/10.1016/j.compositesb.2018.03.017.
Gopalakrishnan, R., and S. Nithiyanantham. 2020. “Microstructural, mechanical, and electrical properties of copper slag admixtured cement mortar.” J. Build. Eng. 31 (Sep): 101375. https://doi.org/10.1016/j.jobe.2020.101375.
Gupta, N., and R. Siddique. 2019. “Strength and micro-structural properties of self-compacting concrete incorporating copper slag.” Constr. Build. Mater. 224 (Nov): 894–908. https://doi.org/10.1016/j.conbuildmat.2019.07.105.
Karamloo, M., and M. Mazloom. 2018. “An efficient algorithm for scaling problem of notched beam specimens with various notch to depth ratios.” Comput. Concr. 22 (1): 39–51.
Manjunatha, M., T. Reshma, K. Balaji, A. Bharath, and R. B. Tangadagi. 2021. “The sustainable use of waste copper slag in concrete: An experimental research.” Mater. Today: Proc. 47 (Jan): 3645–3653.
Massana, J., E. Reyes, J. Bernal, N. León, and E. Sánchez-Espinosa. 2018. “Influence of nano-and micro-silica additions on the durability of a high-performance self-compacting concrete.” Constr. Build. Mater. 165 (Mar): 93–103. https://doi.org/10.1016/j.conbuildmat.2017.12.100.
Mazloom, M., A. Allahabadi, and M. Karamloo. 2017. “Effect of silica fume and polyepoxide-based polymer on electrical resistivity, mechanical properties, and ultrasonic response of SCLC.” Adv. Concr. Constr. 5 (6): 587.
Mazloom, M., S. M. Homayooni, and S. M. Miri. 2018. “Effect of rock flour type on rheology and strength of self-compacting lightweight concrete.” Comput. Concr. 21 (2): 199–207.
Mazloom, M., and F. Mahboubi. 2017. “Evaluating the settlement of lightweight coarse aggregate in self-compacting lightweight concrete.” Comput. Concr. 19 (2): 203–210. https://doi.org/10.12989/cac.2017.19.2.203.
Mazloom, M., and S. Mirzamohammadi. 2019. “Thermal effects on the mechanical properties of cement mortars reinforced with aramid, glass, basalt and polypropylene fibers.” Adv. Mater. Res. 8 (2): 137–154.
Mazloom, M., and S. Mirzamohammadi. 2021. “Computing the fracture energy of fiber reinforced cementitious composites using response surface methodology.” Adv. Comput. Des. 6 (3): 225–239.
Mazloom, M., P. Pourhaji, and O. Afzali Naniz. 2021. “Effects of halloysite nanotube, nano-silica and micro-silica on rheology, hardened properties and fracture energy of SCLC.” Struct. Eng. Mech. 80 (1): 91–101.
Mazloom, M., P. Pourhaji, M. Shahveisi, and S. H. Jafari. 2019. “Studying the Park-Ang damage index of reinforced concrete structures based on equivalent sinusoidal waves.” Struct. Eng. Mech. 72 (1): 845–859.
Mazloom, M., and H. Salehi. 2018. “The relationship between fracture toughness and compressive strength of self-compacting lightweight concrete.” In Proc., IOP Conf. Series: Materials Science and Engineering, 062007. Kuala Lumpur, Malaysia: Univ. of Malaysia.
Mirzamohammadi, S., and M. Mazloom. 2021. “Monitoring the required energy for the crack propagation of fiber-reinforced cementitious composite.” Struct. Monit. Maint. 8 (3): 279–294.
Pachideh, G., M. Gholhaki, and H. Ketabdari. 2020. “Effect of pozzolanic wastes on mechanical properties, durability and microstructure of the cementitious mortars.” J. Build. Eng. 29 (May): 101178. https://doi.org/10.1016/j.jobe.2020.101178.
Papanicolaou, C. G., and M. I. Kaffetzakis. 2011. “Lightweight aggregate self-compacting concrete: State of the art and pumice application.” J. Adv. Concr. Technol. 9 (1): 15–29. https://doi.org/10.3151/jact.9.15.
Salehi, H., and M. Mazloom. 2018. “Experimental and numerical studies of crack propagation in self-compacting lightweight concrete.” Modares Mech. Eng. 18 (6): 144–155.
Salehi, H., and M. Mazloom. 2019a. “Effect of magnetic-field intensity on fracture behaviors of self-compacting lightweight concrete.” Mag. Concr. Res. 71 (13): 665–679. https://doi.org/10.1680/jmacr.17.00418.
Salehi, H., and M. Mazloom. 2019b. “Opposite effects of ground granulated blast-furnace slag and silica fume on the fracture behavior of self-compacting lightweight concrete.” Constr. Build. Mater. 222 (Oct): 622–632. https://doi.org/10.1016/j.conbuildmat.2019.06.183.
Sharifi, Y., I. Afshoon, M. Nematollahzade, M. Ghasemi, and M.-A. Momeni. 2020. “Effect of copper slag on the resistance characteristics of SCC exposed to the acidic environment.” Asian J. Civ. Eng. 21 (4): 597–609. https://doi.org/10.1007/s42107-019-00218-x.
Sharma, R., and R. A. Khan. 2017. “Durability assessment of self-compacting concrete incorporating copper slag as fine aggregates.” Constr. Build. Mater. 155 (Nov): 617–629. https://doi.org/10.1016/j.conbuildmat.2017.08.074.
Siddique, R., P. Aggarwal, and Y. Aggarwal. 2012. “Influence of water/powder ratio on strength properties of self-compacting concrete containing coal fly ash and bottom ash.” Constr. Build. Mater. 29 (Apr): 73–81. https://doi.org/10.1016/j.conbuildmat.2011.10.035.
Song, P., S. Hwang, and B. Sheu. 2005. “Strength properties of nylon-and polypropylene-fiber-reinforced concretes.” Cem. Concr. Res. 35 (8): 1546–1550. https://doi.org/10.1016/j.cemconres.2004.06.033.
Vakhshouri, B., and S. Nejadi. 2016. “Mix design of light-weight self-compacting concrete.” Case Stud. Constr. Mater. 4 (Jun): 1–14. https://doi.org/10.1016/j.cscm.2015.10.002.
Wang, Z., T. Zhang, and L. Zhou. 2016. “Investigation on electromagnetic and microwave absorption properties of copper slag-filled cement mortar.” Cem. Concr. Compos. 74 (Nov): 174–181. https://doi.org/10.1016/j.cemconcomp.2016.10.003.
Yu, K. Q., J. T. Yu, J. G. Dai, Z. D. Lu, and S. P. Shah. 2018. “Development of ultra-high performance engineered cementitious composites using polyethylene (PE) fibers.” Constr. Build. Mater. 158 (Jan): 217–227. https://doi.org/10.1016/j.conbuildmat.2017.10.040.

Information & Authors

Information

Published In

Go to Practice Periodical on Structural Design and Construction
Practice Periodical on Structural Design and Construction
Volume 27Issue 3August 2022

History

Received: Aug 18, 2021
Accepted: Mar 2, 2022
Published online: May 27, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 27, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Professor, Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Tehran, Iran (corresponding author). ORCID: https://orcid.org/0000-0003-4508-2591. Email: [email protected]
Hasan Salehi [email protected]
Assistant Professor, Dept. of Mechanical Engineering, Khatam Ol Anbia Univ., Tehran, Iran. Email: [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, Science and Research Branch, Islamic Azad Univ., Tehran, Iran. ORCID: https://orcid.org/0000-0002-8692-4946. Email: [email protected]
Mohammad Akbari-Jamkarani [email protected]
Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Lavizan, Tehran, Iran. Email: [email protected]
Farid Afzali [email protected]
Dept. of Civil Engineering, Shahid Rajaee Teacher Training Univ., Lavizan, Tehran, Iran. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share