Partial Replacement of Cement in Concrete by Metakaolin and Marble Dust
Shahid Ashraf Shah1, Ashish Kumar2
1Shahid Ashraf shah*, Civil Engineering Department, RIMT University, Punjab, India.
2Ashish Kumar, Civil Engineering Department ,RIMT University, Punjab, India.
Manuscript received on January 15, 2020. | Revised Manuscript received on January 22, 2020. | Manuscript published on February 10, 2020. | PP: 3222-3226 | Volume-9 Issue-4, February 2020. | Retrieval Number: B7431129219/2020©BEIESP | DOI: 10.35940/ijitee.B7431.029420
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)
Abstract: Though various admixtures are available, confined examinations have been done in India on the use of china soil (Metakaolin) and marble dust for the headway of great bond. Metakaolin (MK) and marble buildup is a mineral admixture, whose potential isn’t yet totally attempted. MK is a valuable cementitious material gotten from warmth treatment of trademark stores of kaolin. MK shows high pozzolana reactivity due to their indistinguishable structure and high surface district. On the other hand move of marble powder (MP) from the marble business is one of the natural issues today. The use of marble powder can be used for improvement reason. The substitutions is done to some degree in various degrees and its effect on properties of concrete is thought about. Partial substitution of bond has been done at 3%, 6%, 9%, 12%, 15% with MK(Metakaolin) and 10%(constant) with MP (Marble Powder). Compressive similarly as inflexibility of bond made with MK-MP has been differentiated and customary concrete of assessment M30. Solidness of bond was in like manner separated with Rapid chloride Migration Test (RCMT). Result exhibits that there is an increment of solidarity with the development of MK and MP. The upgraded quality estimation of concrete was practiced for both compressive similarly as split inflexibility at 9%MK and 10%MP. The results close that, the usage of Metakaolin Concrete (MKC) has improved the introduction of bond under various conditions.
Keywords: Metakaolin, Marble Dust, M 30 concrete.
Scope of the Article: Concrete Engineering