The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement

Bottom ash (BA) is a hazardous waste material from power plant. The well-graded BA can be a good sand replacement material in concrete. This study presents strength and thermal properties of concrete containing high calcium and water absorptive fine aggregate from well-graded BA as partial sand repl...

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Main Authors: Abdullah, M.J., Beddu, S., Manan, T.S.B.A., Syamsir, A., Naganathan, S., Mohd Kamal, N.L., Mohamad, D., Itam, Z., Yee+, H.M., Mohd Yapandi, M.F.K., Mohamed Nazri, F., Shafiq, N., Isa, M.H., Ahmad, A., Wan Rasdi, N.
Format: Article
Published: Elsevier Ltd 2022
Online Access:https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130097129&doi=10.1016%2fj.conbuildmat.2022.127658&partnerID=40&md5=113e33f90ef92b5c035bc2764dd984d3
http://eprints.utp.edu.my/33071/
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spelling my.utp.eprints.330712022-06-09T08:20:09Z The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement Abdullah, M.J. Beddu, S. Manan, T.S.B.A. Syamsir, A. Naganathan, S. Mohd Kamal, N.L. Mohamad, D. Itam, Z. Yee+, H.M. Mohd Yapandi, M.F.K. Mohamed Nazri, F. Shafiq, N. Isa, M.H. Ahmad, A. Wan Rasdi, N. Bottom ash (BA) is a hazardous waste material from power plant. The well-graded BA can be a good sand replacement material in concrete. This study presents strength and thermal properties of concrete containing high calcium and water absorptive fine aggregate from well-graded BA as partial sand replacement (control mix (CM) 0, BM5: 5, BM10: 10, BM15: 15, and BM20: 20). The workability of fresh concrete mixes was tested via slump test. The strength of the hardened concrete was assessed based on compressive strength, split tensile strength, and flexural strength. The thermal property was evaluated based on thermal conductivity test. The optimization of these model parameters was conducted via I-Optimal design. The workability of concrete mixes was reduced with an increase of well-graded BA due to high water absorption effect. The compressive strengths of all mixes reached more than 50 on 28th curing days with maximum strength by BM15 (49.0 MPa). The split tensile strengths showed one quadratic curve combining all mixes with maximum strength reached by BM10 (2.7 MPa). The flexural strength has slow growth exponential pattern with maximum strength by BM20 (6.0 MPA). The thermal conductivity values were steadily increased up to BM15 (2.44 W/mK) and reduced at BM20 (2.15 W/mK). The well-graded BA proportions (5 to 20) were not showing any significant effect on the thermal properties. The optimised model of compressive strength has the highest accuracy with percentage errors below 5 compared to other parameters. The optimal well-graded BA as sand replacement material was BM10 giving 47 MPa compressive strength, 2.7 MPa split tensile strength, 5.3 MPa flexural strength, and 2.1152 W/mK thermal conductivity. The highest positive correlation coefficients were obtained between compressive strength and thermal conductivity (R2: 0.921). Thus, the well-graded BA improved the strength properties providing a sustainable supply in concrete technology. © 2022 Elsevier Ltd Elsevier Ltd 2022 Article NonPeerReviewed https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130097129&doi=10.1016%2fj.conbuildmat.2022.127658&partnerID=40&md5=113e33f90ef92b5c035bc2764dd984d3 Abdullah, M.J. and Beddu, S. and Manan, T.S.B.A. and Syamsir, A. and Naganathan, S. and Mohd Kamal, N.L. and Mohamad, D. and Itam, Z. and Yee+, H.M. and Mohd Yapandi, M.F.K. and Mohamed Nazri, F. and Shafiq, N. and Isa, M.H. and Ahmad, A. and Wan Rasdi, N. (2022) The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement. Construction and Building Materials, 339 . http://eprints.utp.edu.my/33071/
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description Bottom ash (BA) is a hazardous waste material from power plant. The well-graded BA can be a good sand replacement material in concrete. This study presents strength and thermal properties of concrete containing high calcium and water absorptive fine aggregate from well-graded BA as partial sand replacement (control mix (CM) 0, BM5: 5, BM10: 10, BM15: 15, and BM20: 20). The workability of fresh concrete mixes was tested via slump test. The strength of the hardened concrete was assessed based on compressive strength, split tensile strength, and flexural strength. The thermal property was evaluated based on thermal conductivity test. The optimization of these model parameters was conducted via I-Optimal design. The workability of concrete mixes was reduced with an increase of well-graded BA due to high water absorption effect. The compressive strengths of all mixes reached more than 50 on 28th curing days with maximum strength by BM15 (49.0 MPa). The split tensile strengths showed one quadratic curve combining all mixes with maximum strength reached by BM10 (2.7 MPa). The flexural strength has slow growth exponential pattern with maximum strength by BM20 (6.0 MPA). The thermal conductivity values were steadily increased up to BM15 (2.44 W/mK) and reduced at BM20 (2.15 W/mK). The well-graded BA proportions (5 to 20) were not showing any significant effect on the thermal properties. The optimised model of compressive strength has the highest accuracy with percentage errors below 5 compared to other parameters. The optimal well-graded BA as sand replacement material was BM10 giving 47 MPa compressive strength, 2.7 MPa split tensile strength, 5.3 MPa flexural strength, and 2.1152 W/mK thermal conductivity. The highest positive correlation coefficients were obtained between compressive strength and thermal conductivity (R2: 0.921). Thus, the well-graded BA improved the strength properties providing a sustainable supply in concrete technology. © 2022 Elsevier Ltd
format Article
author Abdullah, M.J.
Beddu, S.
Manan, T.S.B.A.
Syamsir, A.
Naganathan, S.
Mohd Kamal, N.L.
Mohamad, D.
Itam, Z.
Yee+, H.M.
Mohd Yapandi, M.F.K.
Mohamed Nazri, F.
Shafiq, N.
Isa, M.H.
Ahmad, A.
Wan Rasdi, N.
spellingShingle Abdullah, M.J.
Beddu, S.
Manan, T.S.B.A.
Syamsir, A.
Naganathan, S.
Mohd Kamal, N.L.
Mohamad, D.
Itam, Z.
Yee+, H.M.
Mohd Yapandi, M.F.K.
Mohamed Nazri, F.
Shafiq, N.
Isa, M.H.
Ahmad, A.
Wan Rasdi, N.
The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement
author_facet Abdullah, M.J.
Beddu, S.
Manan, T.S.B.A.
Syamsir, A.
Naganathan, S.
Mohd Kamal, N.L.
Mohamad, D.
Itam, Z.
Yee+, H.M.
Mohd Yapandi, M.F.K.
Mohamed Nazri, F.
Shafiq, N.
Isa, M.H.
Ahmad, A.
Wan Rasdi, N.
author_sort Abdullah, M.J.
title The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement
title_short The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement
title_full The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement
title_fullStr The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement
title_full_unstemmed The Strength and Thermal Properties of Concrete containing Water Absorptive Aggregate from Well-Graded Bottom Ash (BA) as Partial Sand Replacement
title_sort strength and thermal properties of concrete containing water absorptive aggregate from well-graded bottom ash (ba) as partial sand replacement
publisher Elsevier Ltd
publishDate 2022
url https://www.scopus.com/inward/record.uri?eid=2-s2.0-85130097129&doi=10.1016%2fj.conbuildmat.2022.127658&partnerID=40&md5=113e33f90ef92b5c035bc2764dd984d3
http://eprints.utp.edu.my/33071/
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score 13.211869