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

عنوان مقاله: Gum Arabic as an Admixture in Modified Concrete Mixed with Calcined Kaolin
شناسه ملی مقاله: JR_CEJ-8-5_010
منتشر شده در در سال 1401
مشخصات نویسندگان مقاله:

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

خلاصه مقاله:
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 ۰ to ۱% by weight of cement. Calcined kaolin (CK) was used to replace ۵, ۱۰, ۱۵, ۲۰, ۲۵, and ۳۰% 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 ۲۸ 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 ۲۰%. Beyond ۲۰%, 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 ۵۶ days, compressive strength at ۵% CK and ۱۰% CK increased slightly by ۰.۷۴۳% and ۱.۱۶۲ %, respectively, compared to the control sample. The inclusion of ۰.۸%GA increased the compressive strength by ۸.۹۴% compared to the control sample (۰%CK + ۰%GA + ۱۰۰%OPC) after ۵۶ days. The results of durability tests showed that ۰.۶% GA had a higher compressive strength than other percentages containing GA. Doi: ۱۰.۲۸۹۹۱/CEJ-۲۰۲۲-۰۸-۰۵-۰۱۰ Full Text: PDF

کلمات کلیدی:
Weight Loss; Mass Loss; Compressive Strength; Splitting Tensile Test; Durability.

صفحه اختصاصی مقاله و دریافت فایل کامل: https://civilica.com/doc/1962408/