Gum Arabic as an Admixture in Modified Concrete Mixed with Calcined Kaolin

Garcia Frichnes M. Mouanda, Silverster O. Abuodha, Joseph N. Thuo

Abstract


The use of calcined kaolin (CK) as a cementitious material in construction has attracted the interest of various researchers due to its environmental, mechanical, and physical qualities, all of which contribute to the lowering of cement usage. Studies have reported numerous problems associated with its use in concrete, apart from the ecological benefit that CK can provide. For instance, there is an issue of increased water demand due to smaller particle size, which generates much more heat in concrete, which has a detrimental effect on the mechanical and physical properties of concrete. This paper presents the analysis of an investigation aimed at using gum Arabic (GA) as a biopolymer admixture and calcined kaolin as a partial replacement of cement to improve the mechanical properties and durability of concrete. GA proportions ranged from 0 to 1% by weight of cement. Calcined kaolin (CK) was used to replace 5, 10, 15, 20, 25, and 30% of the cement content, respectively. Compressive strength, splitting tensile strength, density, strength loss, and weight loss tests were all performed to validate the structural performance of the modified concrete. The compressive tests, performed after 28 days from the time the mixture was made, demonstrated that the maximum percentage of CK that could replace cement without affecting the mechanical properties of concrete was 20%. Beyond 20%, concrete does not exhibit good compressive strength properties. The results also revealed decreased compressive strength and splitting tensile strength tests as the percentage of CK increased. After 56 days, compressive strength at 5% CK and 10% CK increased slightly by 0.743% and 1.162 %, respectively, compared to the control sample. The inclusion of 0.8%GA increased the compressive strength by 8.94% compared to the control sample (0%CK + 0%GA + 100%OPC) after 56 days. The results of durability tests showed that 0.6% GA had a higher compressive strength than other percentages containing GA.

 

Doi: 10.28991/CEJ-2022-08-05-010

Full Text: PDF


Keywords


Weight Loss; Mass Loss; Compressive Strength; Splitting Tensile Test; Durability.

References


Xu, Q., Ji, T., Gao, S. J., Yang, Z., & Wu, N. (2018). Characteristics and applications of sugar cane bagasse ash waste in cementitious materials. Materials, 12(1), 39. doi:10.3390/ma12010039.

Singh, N. B. (2022). Clays and Clay Minerals in the Construction Industry. Minerals, 12(3), 301. doi:10.3390/min12030301.

Mousavi, S. S., Bhojaraju, C., & Ouellet-Plamondon, C. (2021). Clay as a Sustainable Binder for Concrete—A Review. Construction Materials, 1(3), 134–168. doi:10.3390/constrmater1030010.

Jaskulski, R., Jóźwiak-Niedźwiedzka, D., & Yakymechko, Y. (2020). Calcined clay as supplementary cementitious material. Materials, 13(21), 1–36. doi:10.3390/ma13214734.

Dhandapani, Y., Sakthivel, T., Santhanam, M., Gettu, R., & Pillai, R. G. (2018). Mechanical properties and durability performance of concretes with Limestone Calcined Clay Cement (LC3). Cement and Concrete Research, 107, 136–151. doi:10.1016/j.cemconres.2018.02.005.

Rashad, A. M. (2015). Metakaolin: Fresh properties and optimum content for mechanical strength in traditional cementitious materials - A comprehensive overview. Reviews on Advanced Materials Science, 40(1), 15–44.

Arslan, F., Benli, A., & Karatas, M. (2020). Effect of high temperature on the performance of self-compacting mortars produced with calcined kaolin and metakaolin. Construction and Building Materials, 256, 119497. doi:10.1016/j.conbuildmat.2020.119497.

Karatas, M., Benli, A., & Arslan, F. (2020). The effects of kaolin and calcined kaolin on the durability and mechanical properties of self-compacting mortars subjected to high temperatures. Construction and Building Materials, 265, 120300. doi:10.1016/j.conbuildmat.2020.120300.

Al-Shaeli, M., Al-Juboori, R. A., Al Aani, S., Ladewig, B. P., & Hilal, N. (2022). Natural and recycled materials for sustainable membrane modification: Recent trends and prospects. Science of the Total Environment, 838, 156014. doi:10.1016/j.scitotenv.2022.156014.

Elinwa, A. U., Abdulbasir, G., & Abdulkadir, G. (2018). Gum Arabic as an admixture for cement concrete production. Construction and Building Materials, 176, 201–212. doi:10.1016/j.conbuildmat.2018.04.160.

Mbugua, R., Salim, R., & Ndambuki, J. (2016). Effect of Gum Arabic Karroo as a water-reducing admixture in cement mortar. Case Studies in Construction Materials, 5, 100–111. doi:10.1016/j.cscm.2016.09.002.

BS 1881-116. (1983). Testing concrete-Part 116: Method for determination of compressive strength of concrete cubes. British Standard, London, United Kingdom.

BS 4550-3 Method of testing cement-Physical tests. British Standard, London, United Kingdom. doi:10.3403/BS4550-3.

ASTM C267-01. (2017). Standard test Methods for Chemical Resistance of mortars, Grouts, and Monolithic surfacing and Polymer Concretes. ASTM International. Pennsylvania, United States. doi:10.1520/C0267-01.

Elinwa, A. U., & Umar, M. (2017). X-ray diffraction and microstructure studies of gum Arabic-cement concrete. Construction and Building Materials, 156, 632–638. doi:10.1016/j.conbuildmat.2017.08.162.

Rong, Z., Sun, W., Xiao, H., & Jiang, G. (2015). Effects of nano-SiO2 particles on the mechanical and microstructural properties of ultra-high performance cementitious composites. Cement and Concrete Composites, 56, 25-31. doi:10.1016/j.cemconcomp.2014.11.001.

Ariffin, M. A. M., Bhutta, M. A. R., Hussin, M. W., Tahir, M. M., & Aziah, N. (2013). Sulfuric acid resistance of blended ash geopolymer concrete. Construction and building materials, 43, 80-86. doi:10.1016/j.conbuildmat.2013.01.018.

Franus, W., Panek, R., & Wdowin, M. (2015). SEM investigation of microstructures in hydration products of Portland cement. In 2nd International Multidisciplinary Microscopy and Microanalysis Congress, 105-112. doi:10.1007/978-3-319-16919-4_14.

Eltawil, K. A., Tahwia, A. M., Mahdy, M. G., & Abdelraheem, A. H. (2021). Properties of High-Performance Concretes made of Black Sand at High Temperature. Civil Engineering Journal, 7(1), 24–39. doi:10.28991/cej-2021-03091634.

Medeiros, M. G., Nadaleti, W. C., Rocha, J. C., Cheriaf, M., Gleise, P. J. P., & de Castilhos, A. B. (2021). A cleaner material production by the incorporation of the rockwool waste into Portland cement matrices. Journal of Cleaner Production, 293, 126059. doi:10.1016/j.jclepro.2021.126059.


Full Text: PDF

DOI: 10.28991/CEJ-2022-08-05-010

Refbacks

  • There are currently no refbacks.




Copyright (c) 2022 Garcia Frichnes MISSENGUE MOUANDA

Creative Commons License
This work is licensed under a Creative Commons Attribution 4.0 International License.
x
Message