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    Development of Polycarboxylate Ether-Based Fly-Ash Sand and Its Potential Application as a Construction Material

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010::page 04023349-1
    Author:
    Abhishek Khupsare
    ,
    Ajay K. Agarwal
    ,
    Swapnil P. Wanjari
    DOI: 10.1061/JMCEE7.MTENG-15410
    Publisher: ASCE
    Abstract: Due to increasing growth in the construction sector, demand for good quality natural river sand (NRS) is huge. This prompts extensive riverbed mining, which poses severe environmental consequences. This research aims to replace the natural river sand with polycarboxylate ether-based fly-ash sand (PFS) developed by mixing high volumes of fly ash with a commercially available high-solid-content polycarboxylate superplasticizer (HS-PCE). The physical, mechanical, and chemical properties were evaluated against the requirements of Indian standards and found in compliance. The developed PFS belonged to Zone I. It exhibited a good frictional angle (43°) and a specific gravity of 2.23. However, the water absorption and pH were higher for PFS in contrast to NRS. Durability tests like soundness and alkali-aggregate reactivity for PFS exhibited results within the prescribed limits per the Indian standards provision. Finally, the performance of PFS in the mortar was evaluated by casting cube specimens. The cubes with PFS achieved 26.12 MPa at 28 days, which was 96.85% in contrast to the strength of control concrete with NRS. The findings of this study indicate that PFS can act as a sustainable alternative to conventional NRS for construction works because it not only provides a similar mortar performance but also focuses on utilizing fly ash on a bulk scale.
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      Development of Polycarboxylate Ether-Based Fly-Ash Sand and Its Potential Application as a Construction Material

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4293818
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    contributor authorAbhishek Khupsare
    contributor authorAjay K. Agarwal
    contributor authorSwapnil P. Wanjari
    date accessioned2023-11-27T23:45:34Z
    date available2023-11-27T23:45:34Z
    date issued7/25/2023 12:00:00 AM
    date issued2023-07-25
    identifier otherJMCEE7.MTENG-15410.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293818
    description abstractDue to increasing growth in the construction sector, demand for good quality natural river sand (NRS) is huge. This prompts extensive riverbed mining, which poses severe environmental consequences. This research aims to replace the natural river sand with polycarboxylate ether-based fly-ash sand (PFS) developed by mixing high volumes of fly ash with a commercially available high-solid-content polycarboxylate superplasticizer (HS-PCE). The physical, mechanical, and chemical properties were evaluated against the requirements of Indian standards and found in compliance. The developed PFS belonged to Zone I. It exhibited a good frictional angle (43°) and a specific gravity of 2.23. However, the water absorption and pH were higher for PFS in contrast to NRS. Durability tests like soundness and alkali-aggregate reactivity for PFS exhibited results within the prescribed limits per the Indian standards provision. Finally, the performance of PFS in the mortar was evaluated by casting cube specimens. The cubes with PFS achieved 26.12 MPa at 28 days, which was 96.85% in contrast to the strength of control concrete with NRS. The findings of this study indicate that PFS can act as a sustainable alternative to conventional NRS for construction works because it not only provides a similar mortar performance but also focuses on utilizing fly ash on a bulk scale.
    publisherASCE
    titleDevelopment of Polycarboxylate Ether-Based Fly-Ash Sand and Its Potential Application as a Construction Material
    typeJournal Article
    journal volume35
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-15410
    journal fristpage04023349-1
    journal lastpage04023349-10
    page10
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 010
    contenttypeFulltext
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