Performance of Modified Rubber Aggregate Concrete with GGBS and Silica
Sulagno Banerjee1, Aritra Mandal2, Jessy Rooby3
1Sulagno Banerjee, Research scholar of Civil Engineerieng Department, Hindustan University, Padur, Chennai, Tamil Nadu, India & Assistant Professor, Civil Engineerieng Department, Elitte College Of Engineering, Sodepur, Kolkata, India.
2Aritra Mandal , Research scholar of Civil Engineerieng Department, Hindustan University, Padur, Chennai, Tamil Nadu, India & Assistant Professor, Department of Civil Engineering, Techno International Batanagar, West Bengal, India.
3Dr. Jessy rooby, Professor, Civil Engineering Department, Hindustan University, Padur, Chennai, Tamil Nadu, India.
Manuscript received on November 15, 2019. | Revised Manuscript received on 20 November, 2019. | Manuscript published on December 10, 2019. | PP: 2438-2441 | Volume-9 Issue-2, December 2019. | Retrieval Number: B7007129219/2019©BEIESP | DOI: 10.35940/ijitee.B7007.129219
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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: Transfer of tyre rubber suit a tremendous difficulty in India step by step. Analysts are attempting to utilize waste rubber in structural building venture from numerous days back. When coarse aggregate was replaced with 20% chipped rubber it was found that the optimum replacement is5% but still there is a deficit in some strength from conventional concrete. This research programme tries to minimise this gap by adding extra 5% micro silica of the weight of cement and also by replacing 40% of cement by GGBS. Here cubes, cylinders, and prisms were casted to test compressive strength, tensile strength, flexural strength, and durability against heat and were observed after 28 days and 56 days.
Keywords: Tyre, Rubberized Concrete, Replacement of Coarse Aggregate by used Rubber, GGBs concrete, chipped Rubber Concrete
Scope of the Article: Concrete Engineering