Improvements of mechanical and physical features of cement mortar by nano Al2O3 and CaCO3 as additives

Строительные изделия и конструкционные материалы
Авторы:
Аннотация:

The current research aimed to investigate the impact of Al2O3 and CaCO3 nanoparticles on the properties of cement mortar. The research methodology primarily focused on preparing mortars using Al2O3 nanoparticles with a mean diameter of ~50 nm and CaCO3 nanoparticles with a particle size of 100 nm. These were utilized at three different substitution levels of 1, 3, and 5% by weight of cement as binary blending materials. The mechanical and physical properties of the cement mortar (compressive strength, density) were tested after 7 and 28 days, while ultrasonic pulse velocity was tested after 28 days of water curing. The experimental results illustrated that utilizing Al2O3 nanoparticles improved the mortar’s compressive strength at an early age (7 days of curing) more than at 28 days, with 3% substitution being the optimal proportion. Similarly, the use of CaCO3 nanoparticles as a binary blending mixture at substitution levels of 1, 3, and 5% by cement weight improved the compressive strength at an early age (7 days of curing) more than at 28 days. The optimal proportion was again 3%, with 87 and 40% improvement for 7 and 28 days of curing, respectively. When comparing Al2O3 and CaCO3 nanoparticles, the latter yielded better results than Al2O3 nanoparticles for both early and later ages. The combined effect of substituting 1 and 3% of Al2O3 and CaCO3 nanoparticles in cement mortar increased compressive strength by 28 and 74% at 7 days of curing and by 30 and 42% at 28 days of curing, respectively.

Финансовые условия:

The research was supported by the Al-Mustaqbal University grant No. MUC-E-012

  • Список литературы
    1. Ali, Y.A., Falah, M.W., Ali, A.H., Al-Mulali, M.Z., AL-Khafaji, Z.S., Hashim, T.M., Al Sa’adi, A.H.M., Al-Hashimi, O. Studying the effect of shear stud distribution on the behavior of steel–reactive powder concrete composite beams using ABAQUS software. Journal of the Mechanical Behavior of Materials. 2022. 31(1). Pp. 416–425. DOI: 10.1515/jmbm-2022-0046
    2. Hamad, M.A., Nasr, M., Shubbar, A., Al-Khafaji, Z., Al Masoodi, Z., Al-Hashimi, O., Kot, P., Alkhaddar, R., Hashim, K. Production of Ultra-High-Performance Concrete with Low Energy Consumption and Carbon Footprint Using Supplementary Cementitious Materials Instead of Silica Fume: A review. Energies. 2021. 14(24). Article no. 8291. DOI: 10.3390/en14248291
    3. Ali, A.M., Falah, M.W., Hafedh, A.A., Al-Khafaji, Z.S., Radhi, S. Evaluation the influence of steel-fiber on the concrete characteristics. Periodicals of Engineering and Natural Sciences. 2022. 10(5). Pp. 368–379. DOI: 10.21533/pen.v10i3.3111
    4. Zhang, G., Ali, Z.H., Aldlemy, M.S., Mussa, M.H., Salih, S.Q., Hameed, M.M., Al-Khafaji, Z.S., Yaseen, Z.M. Reinforced concrete deep beam shear strength capacity modelling using an integrative bio-inspired algorithm with an artificial intelligence model. Engineering with Computers. 2022. 38. Pp. 15–28. DOI: 10.1007/s00366-020-01137-1
    5. Hussain, A.J., Al-Khafaji, Z.S. Reduction of Environmental Pollution and Improving the (Mechanical, Physical and Chemical Characteristics) of Contaminated Clay Soil by Using of Recycled Oil. Journal of Advanced Research in Dynamical and Control Systems. 2020. 12(04). Pp. 1276–1286. DOI: 10.5373/JARDCS/V12SP4/20201604
    6. Al-Khafaji, Z.S., Al-Naely, H.K., Al-Najar, A.E. A Review Applying Industrial Waste Materials in Stabilisation of Soft Soil. Electronic Journal of Structural Engineering. 2018. 18(2). Pp. 16–23. DOI: 10.56748/ejse.182602
    7. Al-Masoodi, Z., Dulaimi, A., Jafer, H., Al-Khafaji, Z., Atherton, W., Hussien, S.A. Soft Soil Treated with Waste Fluid Catalytic Cracking as a Sustainable Stabilizer Material. Iraqi Geological Journal. 2022. 55(1C). Pp. 39–50. DOI: 10.46717/igj.55.1C.4Ms-2022-03-23
    8. Al-Khafaji, Z.S., Majdi, A., Shubbar, A.A., Nasr, M.S., Al-Mamoori, S.F., Alkhulaifi, A., Al-Mufti, R.L., Al-Rifaie, A., Alkhayyat, A., Hashim, K. Impact of high volume GGBS replacement and steel bar length on flexural behaviour of reinforced concrete beams. IOP Conference Series: Materials Science and Engineering. 2021. 1090. Article no. 12015. DOI: 10.1088/1757-899X/1090/1/012015
    9. Hussain, A.J., Al-Khafaji, Z.S. The Fields of Applying the Recycled and Used Oils by the Internal Combustion Engines for Purposes of Protecting the Environment against Pollutions. Journal of Advanced Research in Dynamical and Control Systems. 2020. 12(01). Pp. 698–706. DOI: 10.5373/JARDCS/V12SP1/20201119
    10. Shubbar, A.A., Jafer, H., Abdulredha, M., Al-Khafaji, Z.S., Nasr, M.S., Al Masoodi, Z., Sadique, M. Properties of cement mortar incorporated high volume fraction of GGBFS and CKD from 1 day to 550 days. Journal of Building Engineering. 2020. 30. Article no. 101327. DOI: 10.1016/j.jobe.2020.101327
    11. Falah, M.W., Hafedh, A.A., Hussein, S.A., Al-Khafaji, Z.S., Shubbar, A.A., Nasr, M.S. The Combined Effect of CKD and Silica Fume on the Mechanical and Durability Performance of Cement Mortar. Key Engineering Materials. 2021. 895. Pp. 59–67. DOI: 10.4028/www.scientific.net/KEM.895.59
    12. Majdi, H.S., Shubbar, A.A., Nasr, M.S., Al-Khafaji, Z.S., Jafer, H., Abdulredha, M., Masoodi, Z.A., Sadique, M., Hashim, K. Experimental data on compressive strength and ultrasonic pulse velocity properties of sustainable mortar made with high content of GGBFS and CKD combinations. Data in Brief. 2020. 31. Article no. 105961. DOI: 10.1016/j.dib.2020.105961
    13. Mukhopadhyay, A.K. Next-Generation Nano-based Concrete Construction Products: A Review. Nanotechnology in Civil Infrastructure. Springer. Berlin, Heidelberg. 2011. Pp. 207–223. DOI: 10.1007/978-3-642-16657-0_7
    14. Nazari, A., Riahi, S., Riahi, S., Shamekhi, S.F., Khademno, A. Influence of Al2O3 nanoparticles on the compressive strength and workability of blended concrete. Journal of American Science. 2010. 6(5). Pp. 6–9.
    15. Arefi, M.R., Javeri, M., Mollaahmadi, E. To study the effect of adding Al2O3 nanoparticles on the mechanical properties and microstructure of cement mortar. Life Science Journal. 2011. 8(4). Pp. 613–617.
    16. Liu, X., Chen, L., Liu, A., Wang, X. Effect of Nano-CaCO3 on Properties of Cement Paste. Energy Procedia. 2012. 16(B).
      Pp. 991–996. DOI: 10.1016/j.egypro.2012.01.158
    17. Barbhuiya, S., Mukherjee, S., Nikraz, H. Effects of nano-Al2O3 on early-age microstructural properties of cement paste. Construction and Building Materials. 2014. 52. Pp. 189–193. DOI: 10.1016/j.conbuildmat.2013.11.010
    18. Al Ghabban, A., Al Zubaidi, A.B., Jafar, M., Fakhri, Z. Effect of Nano SiO2 and Nano CaCO3 on The Mechanical Properties, Durability and Flowability of Concrete. IOP Conference Series: Materials Science and Engineering. 2018. 454. Article no. 012016. DOI: 10.1088/1757-899X/454/1/012016
    19. Cosentino, I., Liendo, F., Arduino, M., Restuccia, L., Bensaid, S., Deorsola, F., Ferro, G.A. Nano CaCO3 particles in cement mortars towards developing a circular economy in the cement industry. Procedia Structural Integrity. 2020. 26. Pp. 155–165. DOI: 10.1016/j.prostr.2020.06.019
    20. Jawad, Z.F., Salman, A.J., Ghayyib, R.J., Hawas, M.N. Investigation the effect of different nano materials on the compressive strength of cement mortar. AIP Conference Proceedings. 2020. 2213(1). Article no. 020190. DOI: 10.1063/5.0000164
    21. Iskra-Kozak, W., Konkol, J. The Impact of Nano-Al2O3 on the Physical and Strength Properties as Well as on the Morphology of Cement Composite Crack Surfaces in the Early and Later Maturation Age. Materials. 2021. 14(16). Article no. 4441. DOI: 10.3390/ma14164441
    22. Muhsin, Z.F., Fawzi, N.M. Effect of Nano Calcium Carbonate on Some Properties of Reactive Powder Concrete. IOP Conference Series: Earth and Environmental Science. 2021. 856. Article no. 012026. DOI: 10.1088/1755-1315/856/1/012026
    23. Al-Khafaji, Z.S., Al Masoodi, Z., Jafer, H., Dulaimi, A., Atherton, W. The effect of using fluid catalytic cracking catalyst residue (FC3R) “as a cement replacement in soft soil stabilisation.” International Journal of Civil Engineering and Technology (IJCIET). 2018. 9(4). Pp. 522–533.
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