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    Mortar with Substituted Recycled PET Powder: Experimental Characterization and Data-Driven Strength Predictive Models

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009::page 04023312-1
    Author:
    Beibei Xiong
    ,
    Devid Falliano
    ,
    Luciana Restuccia
    ,
    Fabio Di Trapani
    ,
    Cristoforo Demartino
    ,
    Giuseppe Carlo Marano
    DOI: 10.1061/JMCEE7.MTENG-16065
    Publisher: ASCE
    Abstract: The physical and mechanical characteristics of a novel mortar that uses recycled PET powder as a replacement for natural sand are examined in this paper. This study specifically looks at the impacts of replacing recycled polyethylene terephthalate (PET) powder in place of fine aggregates in mortars. To create five distinct mortar mixes, recycled PET powder was substituted in varying proportions (0%–30% by volume of the sand). The investigation focuses on the physical and mechanical characteristics of the material, including density, slump, water absorption, ultrasonic pulse velocity, flexural and compressive strength, and microstructural and interface characterization. Results reveal that the substitution of recycled PET powder reduces slump, compressive strength, ultrasonic pulse velocity, dry and wet density, and slump, whereas flexural strength and fracture energy exhibit the reverse tendency. The slump variation indicates the controllable workability of the mortar in the fresh state. The latter feature is quite important for the application of such a material where flowability is a dominating parameter, e.g., 3D printing. Two data-driven models for the compressive and flexural strength reduction factors as a function of the substitution ratio based on symbolic regression techniques are proposed using the findings of this study in conjunction with data from the literature.
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      Mortar with Substituted Recycled PET Powder: Experimental Characterization and Data-Driven Strength Predictive Models

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293932
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    contributor authorBeibei Xiong
    contributor authorDevid Falliano
    contributor authorLuciana Restuccia
    contributor authorFabio Di Trapani
    contributor authorCristoforo Demartino
    contributor authorGiuseppe Carlo Marano
    date accessioned2023-11-27T23:53:49Z
    date available2023-11-27T23:53:49Z
    date issued6/28/2023 12:00:00 AM
    date issued2023-06-28
    identifier otherJMCEE7.MTENG-16065.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293932
    description abstractThe physical and mechanical characteristics of a novel mortar that uses recycled PET powder as a replacement for natural sand are examined in this paper. This study specifically looks at the impacts of replacing recycled polyethylene terephthalate (PET) powder in place of fine aggregates in mortars. To create five distinct mortar mixes, recycled PET powder was substituted in varying proportions (0%–30% by volume of the sand). The investigation focuses on the physical and mechanical characteristics of the material, including density, slump, water absorption, ultrasonic pulse velocity, flexural and compressive strength, and microstructural and interface characterization. Results reveal that the substitution of recycled PET powder reduces slump, compressive strength, ultrasonic pulse velocity, dry and wet density, and slump, whereas flexural strength and fracture energy exhibit the reverse tendency. The slump variation indicates the controllable workability of the mortar in the fresh state. The latter feature is quite important for the application of such a material where flowability is a dominating parameter, e.g., 3D printing. Two data-driven models for the compressive and flexural strength reduction factors as a function of the substitution ratio based on symbolic regression techniques are proposed using the findings of this study in conjunction with data from the literature.
    publisherASCE
    titleMortar with Substituted Recycled PET Powder: Experimental Characterization and Data-Driven Strength Predictive Models
    typeJournal Article
    journal volume35
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-16065
    journal fristpage04023312-1
    journal lastpage04023312-16
    page16
    treeJournal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 009
    contenttypeFulltext
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