Influence On Compressive Stregnth of Concrete On Addition of Micro Alumina Particles To Cement
International Journal of Civil Engineering |
© 2020 by SSRG - IJCE Journal |
Volume 7 Issue 2 |
Year of Publication : 2020 |
Authors : Vishnu Chakravarty, Mr. Pukhraj Sahu |
How to Cite?
Vishnu Chakravarty, Mr. Pukhraj Sahu, "Influence On Compressive Stregnth of Concrete On Addition of Micro Alumina Particles To Cement," SSRG International Journal of Civil Engineering, vol. 7, no. 2, pp. 1-5, 2020. Crossref, https://doi.org/10.14445/23488352/IJCE-V7I2P101
Abstract:
In this experimental work, micro Alumina particles have been mixed in M 25 grade concrete with various percentages (by weight of cement) to know the effect of micro Alumina particles on concrete compressive strength. The percentages of micro Alumina particles range from 0% to 15% with an increment of 1%. Three specimens were cast and tested for each sample for 7 days compressive strength, and three specimens were cast and tested for 28 days compressive strength. The compressive strength test has been conducted after 7 days curing and 28 days curing. The specimens containing 4% of micro Alumina particles showed peak average compressive strength of 22.6N/mm at 7 days of age, which was 13% higher than the average compressive strength of controlled specimens at 7 days. The specimens containing 12% of micro Alumina particles showed a peak average compressive strength of 40.51N/mm at 28 days of age, 22.79% higher than the average compressive strength of controlled specimens at 28 days.
Keywords:
Addition, Cement, Concrete, Compressive Strength, Micro Alumina.
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