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    A Novel Approach to High-Volume Replacement of River Sand by Waste Pond Ash in Cement Mortar Using Multicriteria Models: Engineering Properties, Sustainability Aspects, and Cost

    Source: Practice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 004::page 04024045-1
    Author:
    Sandesh Sharma
    ,
    Ashok Kumar Vyas
    DOI: 10.1061/PPSCFX.SCENG-1526
    Publisher: American Society of Civil Engineers
    Abstract: In the current study, the high-volume replacement of river sand (20%, 30%, 40%, 50%, 60%, 80%, and 100%) by pond ash in cement mortar was considered using a 1∶3 volumetric mix proportion to evaluate the engineering properties, sustainability aspects, and cost of mortar mixes. The compressive strength, tensile bond strength, and adhesive strength increased by 30%, 21%, and 24%, respectively, at 30% replacement and were in line up to 60% replacement as compared with the reference mix. However, the drying shrinkage was observed to increase with volume replacement of river sand. The life-cycle assessment of mixes containing pond ash showed reductions in the environmental impacts. Four different scenarios were considered on the basis of the preference advantage of the indicators. Considering the engineering properties, sustainability aspects, and cost as the primary indicators, the gray clustering analysis showed that the mix with 60% volume replacement exhibited the best performance among the mixes under Scenario S-1, while TOPSIS and VIKOR showed that the mix with 50% volume replacement exhibited best performance under Scenario S-1. Overall, the comparison of all scenarios showed that the mix of 60% pond ash had the best performance followed by the mix with 50% pond ash, irrespective of the multicriteria decision-making techniques and preference advantages.
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      A Novel Approach to High-Volume Replacement of River Sand by Waste Pond Ash in Cement Mortar Using Multicriteria Models: Engineering Properties, Sustainability Aspects, and Cost

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4298485
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    contributor authorSandesh Sharma
    contributor authorAshok Kumar Vyas
    date accessioned2024-12-24T10:12:16Z
    date available2024-12-24T10:12:16Z
    date copyright11/1/2024 12:00:00 AM
    date issued2024
    identifier otherPPSCFX.SCENG-1526.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298485
    description abstractIn the current study, the high-volume replacement of river sand (20%, 30%, 40%, 50%, 60%, 80%, and 100%) by pond ash in cement mortar was considered using a 1∶3 volumetric mix proportion to evaluate the engineering properties, sustainability aspects, and cost of mortar mixes. The compressive strength, tensile bond strength, and adhesive strength increased by 30%, 21%, and 24%, respectively, at 30% replacement and were in line up to 60% replacement as compared with the reference mix. However, the drying shrinkage was observed to increase with volume replacement of river sand. The life-cycle assessment of mixes containing pond ash showed reductions in the environmental impacts. Four different scenarios were considered on the basis of the preference advantage of the indicators. Considering the engineering properties, sustainability aspects, and cost as the primary indicators, the gray clustering analysis showed that the mix with 60% volume replacement exhibited the best performance among the mixes under Scenario S-1, while TOPSIS and VIKOR showed that the mix with 50% volume replacement exhibited best performance under Scenario S-1. Overall, the comparison of all scenarios showed that the mix of 60% pond ash had the best performance followed by the mix with 50% pond ash, irrespective of the multicriteria decision-making techniques and preference advantages.
    publisherAmerican Society of Civil Engineers
    titleA Novel Approach to High-Volume Replacement of River Sand by Waste Pond Ash in Cement Mortar Using Multicriteria Models: Engineering Properties, Sustainability Aspects, and Cost
    typeJournal Article
    journal volume29
    journal issue4
    journal titlePractice Periodical on Structural Design and Construction
    identifier doi10.1061/PPSCFX.SCENG-1526
    journal fristpage04024045-1
    journal lastpage04024045-23
    page23
    treePractice Periodical on Structural Design and Construction:;2024:;Volume ( 029 ):;issue: 004
    contenttypeFulltext
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