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    Multioptimization of FA-Based Geopolymer Concrete Mixes: A Synergistic Approach Using Gray Relational Analysis and Principal Component Analysis

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 001::page 04024101-1
    Author:
    Mohd Asif Ansari
    ,
    Mohd Shariq
    ,
    Fareed Mahdi
    DOI: 10.1061/JSDCCC.SCENG-1556
    Publisher: American Society of Civil Engineers
    Abstract: Geopolymer concrete (GPC) is a promising substitute for ordinary portland cement concrete (OPCC) due to its environmental benefits and better mechanical performance. However, the lack of standard mix design limits its applicability in concrete construction. Several mix design parameters significantly influence the characteristics of fly ash (FA)-based GPC. This study aimed to examine the impacts of mix design parameters on various FA-GPC properties and optimize them for maximum response. The mix design parameters were synergistically analyzed and optimized by integrating the Taguchi approach, gray relational analysis (GRA), and principal component analysis (PCA). The effects of three levels of curing temperature (60°C, 75°C, 90°C), alkaline liquid-to-binder ratio (AL/B) (0.4, 0.45, 0.5), molarity of NaOH (10M, 12M, 14M), and Na2SiO3 to NaOH ratio (SS/SH) (1.5, 2.0, 2.5) on the workability, compressive strength (CS), and splitting tensile strength (STS) were studied. Nine mixes were designed by employing Taguchi L9 orthogonal array. Cubical (150 mm side) and cylindrical (150×300  mm) specimens were casted to evaluate the 28-day CS and STS, respectively. Further, a microstructure study using scanning electron microscopy was also conducted. The analyses determine the most influential factors and their optimum values for improvement in synergistic response. The results indicated that curing temperature was the most influential parameter affecting the CS and STS of FA-GPC, while the AL/B ratio and NaOH molarity primarily impacted workability. The optimal input parameter settings for maximum responses were identified as a curing temperature of 75°C, AL/B ratio of 0.4, NaOH molarity of 12M, and SS/SH ratio of 1.5. Finally, the experiments for validation were performed on the optimized GPC mix, demonstrating that the combination of Taguchi-GRA with PCA can be synergistically employed to optimize the parameters of the FA-GPC mixes efficiently. Furthermore, a comprehensive cost analysis was conducted, revealing that the optimized FA-GPC mix incurred a 2.36% higher cost than the most economical FA-GPC mix, demonstrating a slight increase in cost for enhanced performance. Geopolymer concrete, an innovative and sustainable alternative to traditional portland cement-based concrete, offers a variety of practical applications in concrete construction. GPC is known for its lower carbon emissions and reduced energy consumption during production. However, the mix design of fly ash-based GPC is complex due to the significant influence of various parameters. This paper proposed a novel approach for the mix proportioning of GPC that will help practicing engineers to design GPC mixes with fewer trials. The study analyzed and optimized the effects of various mix design parameters on workability, compressive strength, and splitting tensile strength. Results showed that curing temperature was the most influential parameter in affecting the CS and STS while the alkaline liquid-to-binder ratio primarily impacted the workability. The optimal mix was identified using the Taguchi-GRA method combined with PCA. Further, the validation experiments were performed using the optimized mix, which showed improved properties, demonstrating the effectiveness of the proposed mix design methodology.
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      Multioptimization of FA-Based Geopolymer Concrete Mixes: A Synergistic Approach Using Gray Relational Analysis and Principal Component Analysis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4304984
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    contributor authorMohd Asif Ansari
    contributor authorMohd Shariq
    contributor authorFareed Mahdi
    date accessioned2025-04-20T10:34:31Z
    date available2025-04-20T10:34:31Z
    date copyright11/14/2024 12:00:00 AM
    date issued2025
    identifier otherJSDCCC.SCENG-1556.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4304984
    description abstractGeopolymer concrete (GPC) is a promising substitute for ordinary portland cement concrete (OPCC) due to its environmental benefits and better mechanical performance. However, the lack of standard mix design limits its applicability in concrete construction. Several mix design parameters significantly influence the characteristics of fly ash (FA)-based GPC. This study aimed to examine the impacts of mix design parameters on various FA-GPC properties and optimize them for maximum response. The mix design parameters were synergistically analyzed and optimized by integrating the Taguchi approach, gray relational analysis (GRA), and principal component analysis (PCA). The effects of three levels of curing temperature (60°C, 75°C, 90°C), alkaline liquid-to-binder ratio (AL/B) (0.4, 0.45, 0.5), molarity of NaOH (10M, 12M, 14M), and Na2SiO3 to NaOH ratio (SS/SH) (1.5, 2.0, 2.5) on the workability, compressive strength (CS), and splitting tensile strength (STS) were studied. Nine mixes were designed by employing Taguchi L9 orthogonal array. Cubical (150 mm side) and cylindrical (150×300  mm) specimens were casted to evaluate the 28-day CS and STS, respectively. Further, a microstructure study using scanning electron microscopy was also conducted. The analyses determine the most influential factors and their optimum values for improvement in synergistic response. The results indicated that curing temperature was the most influential parameter affecting the CS and STS of FA-GPC, while the AL/B ratio and NaOH molarity primarily impacted workability. The optimal input parameter settings for maximum responses were identified as a curing temperature of 75°C, AL/B ratio of 0.4, NaOH molarity of 12M, and SS/SH ratio of 1.5. Finally, the experiments for validation were performed on the optimized GPC mix, demonstrating that the combination of Taguchi-GRA with PCA can be synergistically employed to optimize the parameters of the FA-GPC mixes efficiently. Furthermore, a comprehensive cost analysis was conducted, revealing that the optimized FA-GPC mix incurred a 2.36% higher cost than the most economical FA-GPC mix, demonstrating a slight increase in cost for enhanced performance. Geopolymer concrete, an innovative and sustainable alternative to traditional portland cement-based concrete, offers a variety of practical applications in concrete construction. GPC is known for its lower carbon emissions and reduced energy consumption during production. However, the mix design of fly ash-based GPC is complex due to the significant influence of various parameters. This paper proposed a novel approach for the mix proportioning of GPC that will help practicing engineers to design GPC mixes with fewer trials. The study analyzed and optimized the effects of various mix design parameters on workability, compressive strength, and splitting tensile strength. Results showed that curing temperature was the most influential parameter in affecting the CS and STS while the alkaline liquid-to-binder ratio primarily impacted the workability. The optimal mix was identified using the Taguchi-GRA method combined with PCA. Further, the validation experiments were performed using the optimized mix, which showed improved properties, demonstrating the effectiveness of the proposed mix design methodology.
    publisherAmerican Society of Civil Engineers
    titleMultioptimization of FA-Based Geopolymer Concrete Mixes: A Synergistic Approach Using Gray Relational Analysis and Principal Component Analysis
    typeJournal Article
    journal volume30
    journal issue1
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1556
    journal fristpage04024101-1
    journal lastpage04024101-21
    page21
    treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 001
    contenttypeFulltext
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