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Strength Properties of Ternary Concrete
Subject area: Science,Engineering and Technology · Area of research: CIVIL ENGINEERING
Abstract
Concrete is the most widely utilized building material in civil engineering projects of all kinds. Concrete is more attractive than other construction materials due to its strength properties. Cement, which accounts for about 5% of worldwide CO2 emissions, is a key component of concrete. To make concrete more environmentally friendly, appropriate replacements will be added to the cement. The present study deals with fly ash and alccofine as supplementary cementitious materials for the M40 grade of concrete. The cement is replaced with 5%, 10%, 15% and 20% of fly ash by weight of cement and fly ash is optimized. The optimized cement concrete is further replaced with 5%, 10%, 15% and 20% alccofine by weight of fly ash optimized cement to form a ternary concrete. The strength properties are studied to establish a ternary concrete for M40 grade.
Keywords
Fly Ash, Alccofine, Compressive strength, Split tensile strength, Flexural strength
References
[1] Various Codes were used: IS: 8112-1989, IS: 383-1970. IS: 2386 (PART-1)-1963, IS: 456-2000, IS4031(PART-6)-1988.
[2] Seyed M.Joorabbchian “Durability of concrete exposed to sulfuric acid attack/http://digitalcommons.ryerson.ca/dissertations(2010).
[3] Vikas1, Parveen Singh2 “Analysis of Strength Optimization of Blended Cement using FLY ASH and Alccofine” (ISSN 2347 – 6435, Volume 4, Issue 9, September 2015).
[4] S. Kavitha and T. Felix Kala, “Evaluation of Strength Behavior of Self-Compacting Concrete using Alccofine and GGBS as Partial Replacement of Cement”, Indian Journal of Science and Technology, Vol. 9, Issue 22, 2016, Page No.1-5.
[5] Devinder Sharma, Sanjay Sharma and Ajay Goyal, “Utilization of Waste Foundry Slag and Alccofine for Developing High Strength Concrete”, International Journal of Electrochemical Science, Vol. 11, Issue 1, 2016, Page No.3190 – 3205.
[6] M. Vijaya Sekhar Reddy, K. Ahsalatha and K. Surendra, “Studies on eco-friendly concrete by partial replacement of cement with Alccofine and fine Fly ash”, ARPN Journal of Engineering and Applied Sciences, Vol. 11, Issue 5, 2016, Page no. 3445-3448.
[7] K. Gayathri, K. Ravichandran and J. Saravanan, “Durability and cementing efficiency of Alccofine in concretes”, International Journal of Engineering Research & Technology, Vol. 5, Issue 5, 2016, Page No. 460-467.
[8] Alexander K M. Observation on Blaine method for determining fineness and on the relationship between surface and pozzolanic reactivity. Australian Journal of Applied Science, Vol. 6, No. 3, September 1955, pp 316-326.
[9] Georg Dirk, chairman, “potential for developing 3-way high performance concrete mixes using class f fine and ultra-fine fly ash” in 2000.
[10] Hendriks, C. A. Worrell, E., de Jager, D., Block, K., and Riemer, P. (2000). “Emission reduction of greenhouse gases from the cement industry.” IEA Greenhouse Gas R&D Program.
[11] K. S. Kulkarni, S. C. Yaragal and K. S. Babu Narayan, Department of Civil Engineering, National Institute of Technology Karnataka, Surathkal, Srinivasnagar-575025, Manglore, India.
[12] Alok Kumar, Oshin Parihar, Rahul Chaudhary, Shiv Prakash Singh, “Use of alccofine 1206 to achieve high performance durable concrete” ISSN: 2348 – 8352, volume 3 Issue – May 2016.
[13] Abhish M S, Kamalakara G K, Srikanth M Naik “Study on Blended Cement Composites with 53 Grade OPC Composite for Marine Condition/Environment”(ISSN: 2278-0181, Vol.4 Issue 03, March-2015).
[14] Priyanka A. Jadhav, Dilip K. Kulkarni “Effect of replacement of natural sand by manufactured sand on the properties of cement mortar”(ISSN 0976-4399 Volume 3, No 3, 2013).
[15] Mehta, P.K.(1987). “Natural pozzolans : Supplementary cementing materials in concrete”. CANMET Special Publication 86: 1-33.
[16] Effect of Elevated Temperatures on Mechanical Properties of Micro Cements Based High Performance Concrete. By K.S, Kulkarni, S. C. Yaragal And K. S. Babu Narayan.
How to cite this paper
@article{1702883,
author = {G. Vijaya, A. B. N. V. Prasad, B. S. Naga Raju, G. Lalu Sekhar, S. Arun Chaitanya},
title = {Strength Properties of Ternary Concrete},
journal = {Iconic Research And Engineering Journals},
year = {2021},
volume = {5},
number = {2},
pages = {5-11},
issn = {2456-8880},
url = {https://www.irejournals.com/formatedpaper/1702883.pdf},
abstract = {Concrete is the most widely utilized building material in civil engineering projects of all kinds. Concrete is more attractive than other construction materials due to its strength properties. Cement, which accounts for about 5% of worldwide CO2 emissions, is a key component of concrete. To make concrete more environmentally friendly, appropriate replacements will be added to the cement. The present study deals with fly ash and alccofine as supplementary cementitious materials for the M40 grade of concrete. The cement is replaced with 5%, 10%, 15% and 20% of fly ash by weight of cement and fly ash is optimized. The optimized cement concrete is further replaced with 5%, 10%, 15% and 20% alccofine by weight of fly ash optimized cement to form a ternary concrete. The strength properties are studied to establish a ternary concrete for M40 grade.},
keywords = {Fly Ash, Alccofine, Compressive strength, Split tensile strength, Flexural strength},
month = {August},
}