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Home»Articles»Optimization of Design Mix Proportion for Saturated Water Absorption of High Performance Concrete

Optimization of Design Mix Proportion for Saturated Water Absorption of High Performance Concrete

Author : M. Akila and S. Chithra
Volume 7 No.1 Special Issue:April 2018 pp 24-27

Abstract

This study involves the optimization of design mix proportion for saturated water absorption of high performance concrete (HPC) by Taguchi Method. In the present investigation, saturated water absorption test on 25 HPC mixes specimens made with colloidal nano silica and copper slag as replacement of cement and fine aggregate respectively has been conducted at the age of 28 days and 90 days of water curing. The concrete mixes has been replaced by 1%, 1.5%, 2%, 2.5%, 3% of nano silica and copper slag of 10%, 20%, 30%, 40%, 50%. From Signal-to-Noise ratio, the optimal parametric combination for saturated water absorption has been obtained. The Analysis of Variance has been done on experimental data values. The percentage contribution of the factors towards saturated water absorption is identified. The nano silica contributes towards less water absorption in 28 days curing, while the Copper slag found to the major contributing factor for the cause after the 90 days tenure of water curing.

Keywords

High Performance Concrete, Nano Silica, Copper Slag, Optimization, Taguchi Method

Full Text:

References

[1] S. Chithra, S.R. R. Senthil Kumar and K. Chinnaraju, “The Effect of Colloidal Nano-silica on Workability, Mechanical and Durability Properties of High Performance Concrete with Copper Slag as Partial Fine Aggregate”,Construction and Building Materials, Vol. 113, pp. 794–804, 2016
[2] Francois de Larrard and Thierry Sedran, “Mixture-proportioning of High-Performance Concrete”, Cement and Concrete Research, Vol. 32, pp. 1699–1704, 2002
[3] AimanYacoub, Assia Djerbi and Teddy Fen-Chong, “Water Absorption in Recycled Sand: New Experimental Methods to Estimate the Water Saturation Degree and Kinetic Filling During Mortar Mixing”, Construction and Building Materials, Vol. 158, pp. 464–471, 2018.
[4] M. Quattrone B. Cazacliu, S.C. Angulo, E. Hamard and A. Cothenet, “Measuring the water absorption of recycled aggregates, what is the bestpractice for concrete production”,Construction and Building Materials,Vol. 123, pp. 690–703, 2016.
[5] N. Naresh, K. Rajasekhar and P. VijayaBhaskara Reddy, “Parametric Analysis of GFRP Composites in CNC Milling Machine using Taguchi Method”,IOSR Journal of Mechanical and Civil Engineering, e-ISSN: 2278-1684, Vol. 6, pp. 102-111, Issue 1, 2013.
[6] Ahmet Hayrullah Sevinc and Muhammed YasinDurgun,“Taguchi Approach for Investigating the Engineering Properties of Concretes Incorporating Barite, Colemanite, Basaltic Pumice and Ground Blast Furnace Slag”,Construction and Building Materials, Vol. 135 pp. 343–351, 2017.
[7] Ahmer Ali siyal, KhairunAziziAzizli, Zakaria Man and HaffezUllah, “Effects of Parameters on the Setting Time of Fly Ash based Geopolymers by Taguchi Method”,Procedia Engineering,Vol. 148, pp. 302 – 307, 2016.
[8] IS: 383-1970, Specification for coarse and fine aggregates from natural sources for concrete, Bureau of Indian Standards, New Delhi, India
[9] Ankur Mehta, Rafatsiddigque, BahnuPratapsingh, SalimaAgggoun, Grzegorz Lagod and Danuta Barnat-Hunek, “The Influence of Various Parameters on Strength and Absorption Properties of Fly Ash based Geopolymer Concrete by Taguchi Method”, Construction and Building Materials, Vol. 150, pp. 817-824, 2017.
[10] Harun Tanyildizi and Murat Sahin, “Taguchi Method for Optimization of Concrete Strengthened with Polymer after High Temperature”,Construction and Building Materials, Vol. 79, pp. 97–103, 2015.

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This study involves the optimization of design mix proportion for saturated water absorption of high performance concrete (HPC) by Taguchi Method. In the present investigation, saturated water absorption test on 25 HPC mixes specimens made with colloidal nano silica and copper slag as replacement of cement and fine aggregate respectively has been conducted at the age of 28 days and 90 days of water curing. The concrete mixes has been replaced by 1%, 1.5%, 2%, 2.5%, 3% of nano silica and copper slag of 10%, 20%, 30%, 40%, 50%. From Signal-to-Noise ratio, the optimal parametric combination for saturated water absorption has been obtained. The Analysis of Variance has been done on experimental data values. The percentage contribution of the factors towards saturated water absorption is identified. The nano silica contributes towards less water absorption in 28 days curing, while the Copper slag found to the major contributing factor for the cause after the 90 days tenure of water curing.

Editor-in-Chief
Dr. Seshadri Ramkumar
Department of Environmental Toxicology, Texas Tech University, Texas
[email protected]
Editorial Advisory Board
Dr. Kamarul Ariffin Bin Noordin
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Benjamin T.F. Chung
Department of Mechanical Engineering, University of Akron, Akron, USA
[email protected]
Dr. Mohd Faiz Bin Mohd Salleh
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Suhana Binti Mohd Said
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Norrima Binti Mokhtar
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]
Dr. Mohamadariff
Department of Electrical Engineering, University of Malaya, Malaysia
[email protected]

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    Editorial Note

    Editorial Dr. Seshadri Ramkumar

    Editor-in-Chief
    Dr. Seshadri Ramkumar
    Department of Environmental Toxicology, Texas Tech University, Texas
    [email protected]
    Editorial Advisory Board
    Dr. Kamarul Ariffin Bin Noordin
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Benjamin T.F. Chung
    Department of Mechanical Engineering, University of Akron, Akron, USA
    [email protected]
    Dr. Mohd Faiz Bin Mohd Salleh
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Suhana Binti Mohd Said
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Norrima Binti Mokhtar
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]
    Dr. Mohamadariff
    Department of Electrical Engineering, University of Malaya, Malaysia
    [email protected]

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