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    Unraveling the Strength and Enhanced Durability of Concrete Using Toughened Waste Glass Aggregate

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003::page 04023634-1
    Author:
    Hariharan Surendran
    ,
    Punitha Kumar Akhas
    DOI: 10.1061/JMCEE7.MTENG-16502
    Publisher: ASCE
    Abstract: This study presents a method for identifying sustainable concrete that incorporates toughened waste glass aggregate (TWG). The study takes into account the physical and chemical properties of TWG as quality parameters. Initially, TWG was mechanically treated to produce cubical-shaped aggregates ranging from 6 to 10 mm. Based on their performance, TWG aggregates were selected for an experimental study to validate the methodology. Several tests were conducted to establish the workability, mechanical strength, durability, and microstructural properties of TWG concrete, aiming to examine its feasibility. The results indicated that TWG concrete exhibits favorable fresh and hardened properties, and durability characteristics that are comparable to those of conventional concrete. The compressive strength of TWG concrete at 28 days was 17.95% lower than that of conventional concrete. In parallel, the split tensile strength and flexural strength values of TWG concrete are lower than those of conventional concrete. Additionally, TWG concrete demonstrates lower water absorption and better resistance to rapid chloride ion penetration (RCPT) than conventional concrete. The obtained experimental results were supported by morphological studies, reinforcing the findings of the study. These findings indicated that TWG aggregates possess the necessary quality to be utilized as a construction material, thus presenting the potential for future use in the construction field.
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      Unraveling the Strength and Enhanced Durability of Concrete Using Toughened Waste Glass Aggregate

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4297909
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    contributor authorHariharan Surendran
    contributor authorPunitha Kumar Akhas
    date accessioned2024-04-27T22:57:00Z
    date available2024-04-27T22:57:00Z
    date issued2024/03/01
    identifier other10.1061-JMCEE7.MTENG-16502.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297909
    description abstractThis study presents a method for identifying sustainable concrete that incorporates toughened waste glass aggregate (TWG). The study takes into account the physical and chemical properties of TWG as quality parameters. Initially, TWG was mechanically treated to produce cubical-shaped aggregates ranging from 6 to 10 mm. Based on their performance, TWG aggregates were selected for an experimental study to validate the methodology. Several tests were conducted to establish the workability, mechanical strength, durability, and microstructural properties of TWG concrete, aiming to examine its feasibility. The results indicated that TWG concrete exhibits favorable fresh and hardened properties, and durability characteristics that are comparable to those of conventional concrete. The compressive strength of TWG concrete at 28 days was 17.95% lower than that of conventional concrete. In parallel, the split tensile strength and flexural strength values of TWG concrete are lower than those of conventional concrete. Additionally, TWG concrete demonstrates lower water absorption and better resistance to rapid chloride ion penetration (RCPT) than conventional concrete. The obtained experimental results were supported by morphological studies, reinforcing the findings of the study. These findings indicated that TWG aggregates possess the necessary quality to be utilized as a construction material, thus presenting the potential for future use in the construction field.
    publisherASCE
    titleUnraveling the Strength and Enhanced Durability of Concrete Using Toughened Waste Glass Aggregate
    typeJournal Article
    journal volume36
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16502
    journal fristpage04023634-1
    journal lastpage04023634-10
    page10
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 003
    contenttypeFulltext
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