Effect of Crushed Brick on some Properties of Modified Reactive Powder Concrete

Article Preview

Abstract:

Abstract. Much trash, similar to clay bricks, concrete, and mortar, is made when things are built or torn down. A cheap and eco-friendly way to eliminate this trash is to recycle it into new building materials. Construction and removal waste is turned into recycled aggregates after being smashed, ground, dried, and graded. This paper shows the findings of a study that looked into using crushed bricks as aggregates. The bricks were taken from the demolition of different places and then crushed until they were no bigger than 10 mm. Micro steel fibres (1% by volume of the concrete) and crushed bricks (25% and 50%) of the original reactive powder concrete were added to the mix instead of fine sand and micro steel fibres before the casting. To look into several properties of the standard and reactive powder concrete, including their density, compressive strength , and Flexural strength . compressive strength of modified reactive powder concrete ( MRPC) with 25% crushed bricks increased by 7.22% and 6.73% more than compressive strength of the standard reactive powder concrete at age 7 days and 28 days of testing respectively and Flexural strength increasing by 33.96%and 27.6% more than Flexural strength of the standard reactive powder concrete at age 7 days and 28 days of testing respectively . The compressive strength slightly decreasing by 8.43% and 7.69% at age 7 days and 28 days of testing respectively when 50% crushed bricks were used instead sand and Flexural strength decreasing by 16.03% and 14.92% less than reference mixture when 50% crushed brick incorporated. Moreover, modified reactive powder concrete was less dense than the reactive powder concrete that was first made.

You might also be interested in these eBooks

Info:

Pages:

75-82

Citation:

Online since:

June 2024

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2024 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] Z. A. Hussain and N. M. F. Aljalawi, "Behavior of reactive powder concrete containing recycled glass powder reinforced by steel fiber," J. Mech. Behav. Mater., vol. 31, no. 1, p.233–239, 2022.

DOI: 10.1515/jmbm-2022-0025

Google Scholar

[2] Z. K. Abbas and S. K. Abd, "Study of using of recycled brick waste (RBW) to produce environmental friendly concrete: A review," J. Eng., vol. 27, no. 11, p.1–14, 2021.

DOI: 10.31026/j.eng.2021.11.01

Google Scholar

[3] F. M. Torgal and S. Jalali, "Resistência mecânica e durabilidade de betões modificados com polímeros," Rev. Eng. Civ. da Univ. do Minho, 2009.

Google Scholar

[4] Z. A. Hussain and N. Aljalawi, "Effect of sustainable glass powder on the properties of reactive powder concrete with polypropylene fibers," Eng. Technol. Appl. Sci. Res., vol. 12, no. 2, p.8388–8392, 2022.

DOI: 10.48084/etasr.4750

Google Scholar

[5] J.A.J. Al Khafaji, N.M. L. Al Maimuri, and A.H.M.H. Al Sa'adi, "The Effect of Chemical attack of some Organic Acidic Solutions to Self Compacting Concrete (SCC)," Adv. Mater. Res., vol. 587, p.67–76, 2012.

DOI: 10.4028/www.scientific.net/AMR.587.67

Google Scholar

[6] Z. F. Muhsin and N. M. Fawzi, "Effect of Nano Calcium Carbonate on Some Properties of Reactive Powder Concrete," in IOP Conference Series: Earth and Environmental Science, IOP Publishing, 2021, p.12026.

DOI: 10.1088/1755-1315/856/1/012026

Google Scholar

[7] H. Yazıcı, M. Y. Yardımcı, S. Aydın, and A. Ş. Karabulut, "Mechanical properties of reactive powder concrete containing mineral admixtures under different curing regimes," Constr. Build. Mater., vol. 23, no. 3, p.1223–1231, 2009.

DOI: 10.1016/j.conbuildmat.2008.08.003

Google Scholar

[8] P. Richard and M. H. Cheyrezy, "Reactive powder concretes with high ductility and 200-800 MPa compressive strength," Spec. Publ., vol. 144, p.507–518, 1994.

DOI: 10.14359/4536

Google Scholar

[9] Z. A. Hussain and N. M. F. Aljalawi, "Some properties of Reactive Powder Concrete Contain Recycled Glass Powder," J. Eng., vol. 28, no. 10, 2022.

DOI: 10.31026/j.eng.2022.10.04

Google Scholar

[10] R. P. Borg, P. Hajek, and D. Fernandez Ordonez, "Sustainable concrete: materials and structures," Mater. Sci. Eng, vol. 442, p.11001, 2018.

Google Scholar

[11] M. Adamson, A. Razmjoo, and A. Poursaee, "Durability of concrete incorporating crushed brick as coarse aggregate," Constr. Build. Mater., vol. 94, p.426–432, 2015.

DOI: 10.1016/j.conbuildmat.2015.07.056

Google Scholar

[12] W. I. Khalil, "Some properties of modified reactive powder concrete," J. Eng. Sustain. Dev., vol. 16, no. 4, p.66–87, 2012.

Google Scholar

[13] S. Collepardi, L. Coppola, R. Troli, and M. Collepardi, "Mechanical properties of modified reactive powder concrete," ACI Spec. Publ., vol. 173, p.1–22, 1997.

Google Scholar

[14] A. A. Aliabdo, A.-E. M. Abd-Elmoaty, and H. H. Hassan, "Utilization of crushed clay brick in concrete industry," Alexandria Eng. J., vol. 53, no. 1, p.151–168, 2014.

DOI: 10.1016/j.aej.2013.12.003

Google Scholar

[15] T. S. al-Attar, A. S. Ali, and B. S. Al-Numan, "The effect of coarse aggregate inclusion on the performance of reactive powder concrete exposed to oil products," in IOP Conference Series: Materials Science and Engineering, IOP Publishing, 2019, p.12044.

DOI: 10.1088/1757-899x/579/1/012044

Google Scholar

[16] Iraqi Standard Specification No.5, "potland cement." 2019.

Google Scholar

[17] IQ. Specification No.45, "Aggregate from Natural Sources for Concrete and Construction." 1984.

Google Scholar

[18] IQS . No. 1703, "Used Water in Concrete," 2018.

Google Scholar

[19] IQS No. 1703, "Properties of water used in concrete," Iraqi Specif., no. 1703, p.3000, 1992.

Google Scholar

[20] ASTM C494– 05a, "Standard specification for chemical admixtures for concrete," no. January, p.1–10, 2005.

Google Scholar

[21] M. A. Gawad and N. M. Fawzi, "Use of Thermostone Waste Aggregates for Internal Curing of Reactive Powder Concrete," in IOP Conference Series: Earth and Environmental Science, IOP Publishing, 2021, p.12043.

DOI: 10.1088/1755-1315/877/1/012043

Google Scholar

[22] M. S. Amouri and N. M. Fawzi, "The effect of different curing temperatures on the properties of geopolymer reinforced with micro steel fibers," Eng. Technol. Appl. Sci. Res., vol. 12, no. 1, p.8029–8032, 2022.

DOI: 10.48084/etasr.4629

Google Scholar

[23] Central Agency for Standardization and Quality Control, "Reference Guide No. 274,192."

Google Scholar

[24] A. C109/C109M−16a, "Standard Test Method for Compressive Strength of Hydraulic Cement Mortars, in: Annual Book of ASTM Standards," ASTM Int. West Conshohocken, vol. i, p.109, 2021.

Google Scholar

[25] ASTM C293/C293M −16, "Standard Test Method for Flexural Strength of Concrete (Using Simple Beam With Center-Point Loading)," vol. C78-02, no. C, p.1–4.

DOI: 10.1520/C0293

Google Scholar

[26] M. H. Mohammed, "Shear behavior of reactive powder concrete beams with and without coarse aggregate," AUT J. Civ. Eng., vol. 2, no. 1, p.87–96, 2018.

Google Scholar