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    Comparison of Shape Parameters and Laboratory Performance of Coarse Aggregates Produced from Different Types of Crushing Operations

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    Author:
    Bharat Rajan
    ,
    Dharamveer Singh
    DOI: 10.1061/(ASCE)MT.1943-5533.0001874
    Publisher: American Society of Civil Engineers
    Abstract: The current study compared aggregate shape parameters and laboratory performance of coarse aggregates produced from two different types of crushing operations. The coarse aggregates from two type of crushing operations, (1) a series of jaw (J)-cone(C)-vertical shaft impactors (V), called JCV, and (2) a series of jaw (J) and horizontal shaft impactors (H), called JH, were selected in the present study. The coarse aggregates collected from both crushing operations were separated into five different sizes ranging from 4.75 to 25 mm. The shape parameters [angularity, texture, sphericity, and flatness (F) and elongation (E)] of different sizes of coarse aggregates were measured using the aggregate image measurement system (AIMS) device. Further, the influence of aggregate shape parameters on their packing behavior and stability were evaluated by conducting three laboratory tests: void in coarse aggregate (VCAdrc), angle of repose (AoR), and the direct shear test (DST). The results showed that both the JH and JCV series of crushers produced aggregates with similar angularity; however, significant differences were observed in texture, sphericity, and F and E of aggregates. The aggregates produced from the JH crusher were found to have higher VCAdrc, AoR, and friction angle compared to aggregates from the JCV crusher. The results showed that aggregates obtained from the JH crusher may have better interlocking and stability than aggregates from the JCV crusher.
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      Comparison of Shape Parameters and Laboratory Performance of Coarse Aggregates Produced from Different Types of Crushing Operations

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    contributor authorBharat Rajan
    contributor authorDharamveer Singh
    date accessioned2017-12-16T09:02:29Z
    date available2017-12-16T09:02:29Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001874.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237782
    description abstractThe current study compared aggregate shape parameters and laboratory performance of coarse aggregates produced from two different types of crushing operations. The coarse aggregates from two type of crushing operations, (1) a series of jaw (J)-cone(C)-vertical shaft impactors (V), called JCV, and (2) a series of jaw (J) and horizontal shaft impactors (H), called JH, were selected in the present study. The coarse aggregates collected from both crushing operations were separated into five different sizes ranging from 4.75 to 25 mm. The shape parameters [angularity, texture, sphericity, and flatness (F) and elongation (E)] of different sizes of coarse aggregates were measured using the aggregate image measurement system (AIMS) device. Further, the influence of aggregate shape parameters on their packing behavior and stability were evaluated by conducting three laboratory tests: void in coarse aggregate (VCAdrc), angle of repose (AoR), and the direct shear test (DST). The results showed that both the JH and JCV series of crushers produced aggregates with similar angularity; however, significant differences were observed in texture, sphericity, and F and E of aggregates. The aggregates produced from the JH crusher were found to have higher VCAdrc, AoR, and friction angle compared to aggregates from the JCV crusher. The results showed that aggregates obtained from the JH crusher may have better interlocking and stability than aggregates from the JCV crusher.
    publisherAmerican Society of Civil Engineers
    titleComparison of Shape Parameters and Laboratory Performance of Coarse Aggregates Produced from Different Types of Crushing Operations
    typeJournal Paper
    journal volume29
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001874
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 007
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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