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

سال انتشار: 1401
نوع سند: مقاله ژورنالی
زبان: انگلیسی
مشاهده: 35

فایل این مقاله در 14 صفحه با فرمت PDF قابل دریافت می باشد

استخراج به نرم افزارهای پژوهشی:

لینک ثابت به این مقاله:

شناسه ملی سند علمی:

JR_CEJ-8-5_010

تاریخ نمایه سازی: 1 اردیبهشت 1403

چکیده 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

مراجع و منابع این مقاله:

لیست زیر مراجع و منابع استفاده شده در این مقاله را نمایش می دهد. این مراجع به صورت کاملا ماشینی و بر اساس هوش مصنوعی استخراج شده اند و لذا ممکن است دارای اشکالاتی باشند که به مرور زمان دقت استخراج این محتوا افزایش می یابد. مراجعی که مقالات مربوط به آنها در سیویلیکا نمایه شده و پیدا شده اند، به خود مقاله لینک شده اند :
  • Xu, Q., Ji, T., Gao, S. J., Yang, Z., & ...
  • Singh, N. B. (2022). Clays and Clay Minerals in the ...
  • Mousavi, S. S., Bhojaraju, C., & Ouellet-Plamondon, C. (2021). Clay ...
  • Jaskulski, R., Jóźwiak-Niedźwiedzka, D., & Yakymechko, Y. (2020). Calcined clay ...
  • Dhandapani, Y., Sakthivel, T., Santhanam, M., Gettu, R., & Pillai, ...
  • Rashad, A. M. (2015). Metakaolin: Fresh properties and optimum content ...
  • Arslan, F., Benli, A., & Karatas, M. (2020). Effect of ...
  • Karatas, M., Benli, A., & Arslan, F. (2020). The effects ...
  • Al-Shaeli, M., Al-Juboori, R. A., Al Aani, S., Ladewig, B. ...
  • Elinwa, A. U., Abdulbasir, G., & Abdulkadir, G. (2018). Gum ...
  • Mbugua, R., Salim, R., & Ndambuki, J. (2016). Effect of ...
  • BS 1881-116. (1983). Testing concrete-Part 116: Method for determination of ...
  • BS 4550-3 Method of testing cement-Physical tests. British Standard, London, ...
  • ASTM C267-01. (2017). Standard test Methods for Chemical Resistance of ...
  • Elinwa, A. U., & Umar, M. (2017). X-ray diffraction and ...
  • Rong, Z., Sun, W., Xiao, H., & Jiang, G. (2015). ...
  • Ariffin, M. A. M., Bhutta, M. A. R., Hussin, M. ...
  • Franus, W., Panek, R., & Wdowin, M. (2015). SEM investigation ...
  • Eltawil, K. A., Tahwia, A. M., Mahdy, M. G., & ...
  • Medeiros, M. G., Nadaleti, W. C., Rocha, J. C., Cheriaf, ...
  • نمایش کامل مراجع