Optimization of Bentocrete parameters using Response Surface Methodology (RSM)

The present study aims at the influence of water/cement (W/C) ratio on workability, compressive strength, and durability, and microstructure of concrete by partial replacement of cement with bentonite (Bentocrete). The model development with the help of the matrix design was carried out using Respon...

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Main Authors: M. Achyutha Kumar Reddy, V. Ranga Rao, K. Naga Chaitanya, Veerendrakumar C. Khed
Format: Article
Language:English
Published: AIMS Press 2021-03-01
Series:AIMS Materials Science
Subjects:
Online Access:https://www.aimspress.com/article/doi/10.3934/matersci.2021015?viewType=HTML
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spelling doaj-289385dde6394bdbb66ec86aa0964f0c2021-07-09T01:15:47ZengAIMS PressAIMS Materials Science2372-04842021-03-018222124610.3934/matersci.2021015Optimization of Bentocrete parameters using Response Surface Methodology (RSM)M. Achyutha Kumar Reddy 0V. Ranga Rao1K. Naga Chaitanya2Veerendrakumar C. Khed3Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Vaddeswaram, Guntur, India-522502Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Vaddeswaram, Guntur, India-522502Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Vaddeswaram, Guntur, India-522502Department of Civil Engineering, Koneru Lakshmaiah Education Foundation, Vaddeswaram, Guntur, India-522502The present study aims at the influence of water/cement (W/C) ratio on workability, compressive strength, and durability, and microstructure of concrete by partial replacement of cement with bentonite (Bentocrete). The model development with the help of the matrix design was carried out using Response Surface Methodology (RSM). Scanning Electron Microscope (SEM) and X-ray diffraction used for assessment of bentonite microstructure. The variables in this research were water/cement (W/C) ratio and percentage of bentonite replacement. The W/C ratio was varied between 0.60 and 0.70; 0%, 10%, 20% and 30% of cement were substituted with bentonite. The responses (slump value, compaction factor, compressive strength (28 d), split tensile strength, flexural strength and charge passed through concrete (28 d) were assayed for all mixes. Design Expert 11.0 version was utilized for optimization using RSM. Bentonite's high-water absorption capacity decreased the workability as the OPC percentage decreased in the Bentocrete. The result has shown that the compressive strength, split tensile strength, and flexural strength of Bentocrete has decreased to 80% replacement of bentonite with OPC, increasing beyond that. This decrease is due to bentonite's pozzolanic reactivity. The durability of Bentocrete improved up to 20% replacement of OPC with bentonite. The increase is might be due to the pore filling effect, bentonite particles occupy the voids created by OPC since the particles of bentonite were finer than OPC. The models generated from RSM are valid with statistical significance in all the factors considered. 9.91% of the cost can be cut down at 80% cement substitution. The optimum solution with a desirability of 0.881 was obtained with 3.92% of bentonite substitution and 0.62 W/C ratio. The intended Bentocrete can be utilized in low-cost concrete production.https://www.aimspress.com/article/doi/10.3934/matersci.2021015?viewType=HTMLwater/cement ratiobentonitebentocreteoptimizationresponse surface methodology (rsm)
collection DOAJ
language English
format Article
sources DOAJ
author M. Achyutha Kumar Reddy
V. Ranga Rao
K. Naga Chaitanya
Veerendrakumar C. Khed
spellingShingle M. Achyutha Kumar Reddy
V. Ranga Rao
K. Naga Chaitanya
Veerendrakumar C. Khed
Optimization of Bentocrete parameters using Response Surface Methodology (RSM)
AIMS Materials Science
water/cement ratio
bentonite
bentocrete
optimization
response surface methodology (rsm)
author_facet M. Achyutha Kumar Reddy
V. Ranga Rao
K. Naga Chaitanya
Veerendrakumar C. Khed
author_sort M. Achyutha Kumar Reddy
title Optimization of Bentocrete parameters using Response Surface Methodology (RSM)
title_short Optimization of Bentocrete parameters using Response Surface Methodology (RSM)
title_full Optimization of Bentocrete parameters using Response Surface Methodology (RSM)
title_fullStr Optimization of Bentocrete parameters using Response Surface Methodology (RSM)
title_full_unstemmed Optimization of Bentocrete parameters using Response Surface Methodology (RSM)
title_sort optimization of bentocrete parameters using response surface methodology (rsm)
publisher AIMS Press
series AIMS Materials Science
issn 2372-0484
publishDate 2021-03-01
description The present study aims at the influence of water/cement (W/C) ratio on workability, compressive strength, and durability, and microstructure of concrete by partial replacement of cement with bentonite (Bentocrete). The model development with the help of the matrix design was carried out using Response Surface Methodology (RSM). Scanning Electron Microscope (SEM) and X-ray diffraction used for assessment of bentonite microstructure. The variables in this research were water/cement (W/C) ratio and percentage of bentonite replacement. The W/C ratio was varied between 0.60 and 0.70; 0%, 10%, 20% and 30% of cement were substituted with bentonite. The responses (slump value, compaction factor, compressive strength (28 d), split tensile strength, flexural strength and charge passed through concrete (28 d) were assayed for all mixes. Design Expert 11.0 version was utilized for optimization using RSM. Bentonite's high-water absorption capacity decreased the workability as the OPC percentage decreased in the Bentocrete. The result has shown that the compressive strength, split tensile strength, and flexural strength of Bentocrete has decreased to 80% replacement of bentonite with OPC, increasing beyond that. This decrease is due to bentonite's pozzolanic reactivity. The durability of Bentocrete improved up to 20% replacement of OPC with bentonite. The increase is might be due to the pore filling effect, bentonite particles occupy the voids created by OPC since the particles of bentonite were finer than OPC. The models generated from RSM are valid with statistical significance in all the factors considered. 9.91% of the cost can be cut down at 80% cement substitution. The optimum solution with a desirability of 0.881 was obtained with 3.92% of bentonite substitution and 0.62 W/C ratio. The intended Bentocrete can be utilized in low-cost concrete production.
topic water/cement ratio
bentonite
bentocrete
optimization
response surface methodology (rsm)
url https://www.aimspress.com/article/doi/10.3934/matersci.2021015?viewType=HTML
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