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    Strength Characteristics of Dry-Pressed Thermally Bonded Clay–Polymer Composites

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004::page 04025070-1
    Author:
    Jonathan C. Cabrera
    ,
    Abril Alcaraz
    ,
    George Youssef
    ,
    Julio R. Valdes
    DOI: 10.1061/JMCEE7.MTENG-18905
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the development and strength characteristics of clay–polymer composites to promote their potential use as fired clay brick substitutes. Each specimen was manufactured by dry pressing a mixture of kaolinite clay and polyester particles and then heating the extruded green body. Heat melts the polyester particles, which creates a bonded composite, herein termed a brick, upon cooling. The focus was on composites in which the clay species predominates. The approach benefits from two novelties: added water is unnecessary, and heating is imposed on moldless bodies. The results indicate that green bodies preserve their shape after extrusion regardless of volumetric polymer content (PCv). Similarly, bricks preserve their shape and largely their volume after heating. The p-wave modulus was found to be significantly higher for bricks than for green bodies, offering evidence that the fabric of the material is stiffened via polymer melting, coalescing, and cooling, despite preservation of specimen shape and volume. The tensile strength of bricks was found to increase with increasing PCv and to remain unaffected by water infiltration. In particular, the brick with PCv=40% (with green body pressed to 22.5 MPa) was found to have a lower water absorbability, a measurably higher tensile strength, and a lower embodied energy associated with manufacturing than a standard fired clay brick, making the former a potential candidate for substitution for the latter in permissible applications.
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      Strength Characteristics of Dry-Pressed Thermally Bonded Clay–Polymer Composites

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    contributor authorJonathan C. Cabrera
    contributor authorAbril Alcaraz
    contributor authorGeorge Youssef
    contributor authorJulio R. Valdes
    date accessioned2025-04-20T10:05:19Z
    date available2025-04-20T10:05:19Z
    date copyright2/7/2025 12:00:00 AM
    date issued2025
    identifier otherJMCEE7.MTENG-18905.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4303963
    description abstractThis paper describes the development and strength characteristics of clay–polymer composites to promote their potential use as fired clay brick substitutes. Each specimen was manufactured by dry pressing a mixture of kaolinite clay and polyester particles and then heating the extruded green body. Heat melts the polyester particles, which creates a bonded composite, herein termed a brick, upon cooling. The focus was on composites in which the clay species predominates. The approach benefits from two novelties: added water is unnecessary, and heating is imposed on moldless bodies. The results indicate that green bodies preserve their shape after extrusion regardless of volumetric polymer content (PCv). Similarly, bricks preserve their shape and largely their volume after heating. The p-wave modulus was found to be significantly higher for bricks than for green bodies, offering evidence that the fabric of the material is stiffened via polymer melting, coalescing, and cooling, despite preservation of specimen shape and volume. The tensile strength of bricks was found to increase with increasing PCv and to remain unaffected by water infiltration. In particular, the brick with PCv=40% (with green body pressed to 22.5 MPa) was found to have a lower water absorbability, a measurably higher tensile strength, and a lower embodied energy associated with manufacturing than a standard fired clay brick, making the former a potential candidate for substitution for the latter in permissible applications.
    publisherAmerican Society of Civil Engineers
    titleStrength Characteristics of Dry-Pressed Thermally Bonded Clay–Polymer Composites
    typeJournal Article
    journal volume37
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-18905
    journal fristpage04025070-1
    journal lastpage04025070-11
    page11
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 004
    contenttypeFulltext
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