Performance evaluation of fly ash-lime-gypsum-quarry dust (FALGQ) bricks for sustainable construction
The aim of this study is to optimize fly ash utilization by combining lime, gypsum, and quarry dust in various proportions to develop fly ash lime gypsum quarry dust (FLGQ) bricks with dimensions of 230 mm × 110 mm × 70 mm, as a potential alternative to traditional bricks. The investigation analysed...
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Published in | High temperature materials and processes Vol. 43; no. 1; pp. id. 3829 - 331 |
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Main Authors | , |
Format | Journal Article |
Language | English |
Published |
Berlin
De Gruyter
01.01.2024
Walter de Gruyter GmbH |
Subjects | |
Online Access | Get full text |
ISSN | 2191-0324 0334-6455 2191-0324 |
DOI | 10.1515/htmp-2024-0055 |
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Abstract | The aim of this study is to optimize fly ash utilization by combining lime, gypsum, and quarry dust in various proportions to develop fly ash lime gypsum quarry dust (FLGQ) bricks with dimensions of 230 mm × 110 mm × 70 mm, as a potential alternative to traditional bricks. The investigation analysed the compressive strength, split tensile strength, water absorption, density, and initial rate of absorption of FLGQ bricks across different mixes. Mix 9 (M
), comprising of 35% fly ash, 10% lime, 25% gypsum, and 30% quarry dust, exhibited a 15% higher compressive strength (7.2 MPa) and 12% higher split tensile strength (0.85 MPa) compared to the superior conventional brick. Water absorption for M
was reduced by 18%, enhancing the durability. Prediction models for compressive and split tensile strengths were developed using regression analysis, achieving over 92% accuracy when compared to experimental data at 28 and 56 days. Additionally, a positive correlation was observed between the 14th, 28th, and 56th days results, reinforcing the reliability of predictions in brick compressive strength. These research findings indicate that M
is superior and more sustainable alternative to traditional bricks, with significant improvements in key performance metrics. |
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AbstractList | The aim of this study is to optimize fly ash utilization by combining lime, gypsum, and quarry dust in various proportions to develop fly ash lime gypsum quarry dust (FLGQ) bricks with dimensions of 230 mm × 110 mm × 70 mm, as a potential alternative to traditional bricks. The investigation analysed the compressive strength, split tensile strength, water absorption, density, and initial rate of absorption of FLGQ bricks across different mixes. Mix 9 (M9), comprising of 35% fly ash, 10% lime, 25% gypsum, and 30% quarry dust, exhibited a 15% higher compressive strength (7.2 MPa) and 12% higher split tensile strength (0.85 MPa) compared to the superior conventional brick. Water absorption for M9 was reduced by 18%, enhancing the durability. Prediction models for compressive and split tensile strengths were developed using regression analysis, achieving over 92% accuracy when compared to experimental data at 28 and 56 days. Additionally, a positive correlation was observed between the 14th, 28th, and 56th days results, reinforcing the reliability of predictions in brick compressive strength. These research findings indicate that M9 is superior and more sustainable alternative to traditional bricks, with significant improvements in key performance metrics. The aim of this study is to optimize fly ash utilization by combining lime, gypsum, and quarry dust in various proportions to develop fly ash lime gypsum quarry dust (FLGQ) bricks with dimensions of 230 mm × 110 mm × 70 mm, as a potential alternative to traditional bricks. The investigation analysed the compressive strength, split tensile strength, water absorption, density, and initial rate of absorption of FLGQ bricks across different mixes. Mix 9 (M 9 ), comprising of 35% fly ash, 10% lime, 25% gypsum, and 30% quarry dust, exhibited a 15% higher compressive strength (7.2 MPa) and 12% higher split tensile strength (0.85 MPa) compared to the superior conventional brick. Water absorption for M 9 was reduced by 18%, enhancing the durability. Prediction models for compressive and split tensile strengths were developed using regression analysis, achieving over 92% accuracy when compared to experimental data at 28 and 56 days. Additionally, a positive correlation was observed between the 14th, 28th, and 56th days results, reinforcing the reliability of predictions in brick compressive strength. These research findings indicate that M 9 is superior and more sustainable alternative to traditional bricks, with significant improvements in key performance metrics. The aim of this study is to optimize fly ash utilization by combining lime, gypsum, and quarry dust in various proportions to develop fly ash lime gypsum quarry dust (FLGQ) bricks with dimensions of 230 mm × 110 mm × 70 mm, as a potential alternative to traditional bricks. The investigation analysed the compressive strength, split tensile strength, water absorption, density, and initial rate of absorption of FLGQ bricks across different mixes. Mix 9 (M ), comprising of 35% fly ash, 10% lime, 25% gypsum, and 30% quarry dust, exhibited a 15% higher compressive strength (7.2 MPa) and 12% higher split tensile strength (0.85 MPa) compared to the superior conventional brick. Water absorption for M was reduced by 18%, enhancing the durability. Prediction models for compressive and split tensile strengths were developed using regression analysis, achieving over 92% accuracy when compared to experimental data at 28 and 56 days. Additionally, a positive correlation was observed between the 14th, 28th, and 56th days results, reinforcing the reliability of predictions in brick compressive strength. These research findings indicate that M is superior and more sustainable alternative to traditional bricks, with significant improvements in key performance metrics. |
Author | Ravi Kumar, Muthuswamy Saraswathi Sankar, Pramod |
Author_xml | – sequence: 1 givenname: Pramod surname: Sankar fullname: Sankar, Pramod email: pramodsankar1983@gmail.com organization: Department of Civil Engineering, Noorul Islam Centre for Higher Education, Kanyakumari, Tamil Nadu, 629180, India – sequence: 2 givenname: Muthuswamy Saraswathi surname: Ravi Kumar fullname: Ravi Kumar, Muthuswamy Saraswathi email: drmsr@psnec.ac.in organization: Department of Civil Engineering, PSN Engineering College, Tirunelveli, Tamil Nadu, 627152, India |
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Cites_doi | 10.1016/j.cscm.2021.e00708 10.1016/j.matpr.2021.06.367 10.1016/j.jpcs.2007.02.039 10.33564/IJEAST.2019.v04i02.014 10.1007/s41062-021-00630-w 10.3390/su14116692 10.1016/j.jclepro.2022.133118 10.1016/j.asej.2020.12.012 10.1016/j.jestch.2021.09.006 10.1002/suco.202000103 10.35940/ijeat.F8478.088619 10.3390/cryst12081024 10.1016/S0950-0618(02)00034-X 10.1016/j.conbuildmat.2006.07.010 10.17485/ijst/2016/v9i5/87261 10.1016/S0360-1323(02)00068-9 10.1016/j.net.2021.08.006 10.3390/su131810214 10.3390/ma14143829 10.1038/srep34815 10.1007/s40515-021-00200-8 10.1016/j.conbuildmat.2021.122367 10.1016/j.cscm.2021.e00800 10.1007/s10163-022-01378-w 10.1016/j.matpr.2020.06.211 10.1016/j.scp.2022.100913 10.28991/cej-2021-03091738 10.1016/0950-0618(95)00085-2 10.1016/j.matpr.2021.09.522 10.1016/j.heliyon.2023.e13372 10.1016/j.cscm.2022.e01251 10.1016/j.conbuildmat.2007.04.024 |
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References | 2024102415450809136_j_htmp-2024-0055_ref_003 2024102415450809136_j_htmp-2024-0055_ref_025 2024102415450809136_j_htmp-2024-0055_ref_004 2024102415450809136_j_htmp-2024-0055_ref_026 2024102415450809136_j_htmp-2024-0055_ref_001 2024102415450809136_j_htmp-2024-0055_ref_023 2024102415450809136_j_htmp-2024-0055_ref_002 2024102415450809136_j_htmp-2024-0055_ref_024 2024102415450809136_j_htmp-2024-0055_ref_021 2024102415450809136_j_htmp-2024-0055_ref_022 2024102415450809136_j_htmp-2024-0055_ref_020 2024102415450809136_j_htmp-2024-0055_ref_009 2024102415450809136_j_htmp-2024-0055_ref_007 2024102415450809136_j_htmp-2024-0055_ref_029 2024102415450809136_j_htmp-2024-0055_ref_008 2024102415450809136_j_htmp-2024-0055_ref_005 2024102415450809136_j_htmp-2024-0055_ref_027 2024102415450809136_j_htmp-2024-0055_ref_006 2024102415450809136_j_htmp-2024-0055_ref_028 2024102415450809136_j_htmp-2024-0055_ref_014 2024102415450809136_j_htmp-2024-0055_ref_036 2024102415450809136_j_htmp-2024-0055_ref_015 2024102415450809136_j_htmp-2024-0055_ref_037 2024102415450809136_j_htmp-2024-0055_ref_012 2024102415450809136_j_htmp-2024-0055_ref_034 2024102415450809136_j_htmp-2024-0055_ref_013 2024102415450809136_j_htmp-2024-0055_ref_035 2024102415450809136_j_htmp-2024-0055_ref_010 2024102415450809136_j_htmp-2024-0055_ref_032 2024102415450809136_j_htmp-2024-0055_ref_011 2024102415450809136_j_htmp-2024-0055_ref_033 2024102415450809136_j_htmp-2024-0055_ref_030 2024102415450809136_j_htmp-2024-0055_ref_031 2024102415450809136_j_htmp-2024-0055_ref_018 2024102415450809136_j_htmp-2024-0055_ref_019 2024102415450809136_j_htmp-2024-0055_ref_016 2024102415450809136_j_htmp-2024-0055_ref_038 2024102415450809136_j_htmp-2024-0055_ref_017 2024102415450809136_j_htmp-2024-0055_ref_039 |
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SubjectTerms | Bricks Compressive strength Dust Fly ash Gypsum gypsum, and quarry dust lime Performance evaluation Performance measurement Prediction models Quarries Regression analysis SEM Tensile strength Water absorption XRD |
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Title | Performance evaluation of fly ash-lime-gypsum-quarry dust (FALGQ) bricks for sustainable construction |
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