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    Mechanical Behavior of Waste Tire Steel Fiber–Modified Mine-Cemented Backfilling Materials: Early Strength, Toughness, and Failure Mode

    Source: Journal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007::page 04024183-1
    Author:
    Chiyuan Che
    ,
    Shenggen Cao
    ,
    Shuyu Du
    ,
    Ruiting Ma
    ,
    Changzheng Zhao
    ,
    Yang Liu
    ,
    Kaifei Wang
    DOI: 10.1061/JMCEE7.MTENG-17688
    Publisher: American Society of Civil Engineers
    Abstract: Cemented gangue backfill bodies (CGBBs) are characterized by high brittleness and poor toughness in backfill mining technology. According to different types of waste tires corresponding to different processing and crushing means, waste tire steel fiber (WTSF) was divided into S-WTSF, P-WTSF, and H-WTSF. The influence of CGBBs with different types and amounts of WTSF on the early mechanical properties of the modified samples was studied. Uniaxial compressive strength (UCS) and scanning electron microscopy (SEM) tests on the modified CGBB samples were carried out. The results show that as the WTSF content increased from 0% to 1.5%, the UCS of CGBB samples modified with S-WTSF, P-WTSF, and H-WTSF at a curing time of 3 d first increased and then decreased; the turning point for S-WTSF and P-WTSF was 1%, and the turning point for H-WTSF was 0.5%, whereas the UCS of these modified CGBB samples at a curing time of 7 d decreased continuously with the increasing addition of WTSF content. The addition of WTSF made CGBB samples change from brittleness to ductility. With the increasing content of S-WTSF and P-WTSF, the toughness of the modified CGBB samples at a curing time of 3 d first increased and then decreased (the turning point was 1%), and that at the curing time of 7 d continued to increase. The toughness of CGBB modified with H-WTSF first increased and then decreased (the turning point was 0.5%) with the increase of the H-WTSF content. The toughness enhancement mechanism of CGBB modified by WTSF can be illustrated from a microscopic perspective as follows: WTSF is wrapped by hydration products, and the inlaying and bridging effects of WTSF are formed in the CGBB matrix. This research provides a basis for the improvement of mechanical properties of CGBB modified by WTSF and a new method for the reuse of discarded tires.
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      Mechanical Behavior of Waste Tire Steel Fiber–Modified Mine-Cemented Backfilling Materials: Early Strength, Toughness, and Failure Mode

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4299271
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    contributor authorChiyuan Che
    contributor authorShenggen Cao
    contributor authorShuyu Du
    contributor authorRuiting Ma
    contributor authorChangzheng Zhao
    contributor authorYang Liu
    contributor authorKaifei Wang
    date accessioned2024-12-24T10:37:47Z
    date available2024-12-24T10:37:47Z
    date copyright7/1/2024 12:00:00 AM
    date issued2024
    identifier otherJMCEE7.MTENG-17688.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4299271
    description abstractCemented gangue backfill bodies (CGBBs) are characterized by high brittleness and poor toughness in backfill mining technology. According to different types of waste tires corresponding to different processing and crushing means, waste tire steel fiber (WTSF) was divided into S-WTSF, P-WTSF, and H-WTSF. The influence of CGBBs with different types and amounts of WTSF on the early mechanical properties of the modified samples was studied. Uniaxial compressive strength (UCS) and scanning electron microscopy (SEM) tests on the modified CGBB samples were carried out. The results show that as the WTSF content increased from 0% to 1.5%, the UCS of CGBB samples modified with S-WTSF, P-WTSF, and H-WTSF at a curing time of 3 d first increased and then decreased; the turning point for S-WTSF and P-WTSF was 1%, and the turning point for H-WTSF was 0.5%, whereas the UCS of these modified CGBB samples at a curing time of 7 d decreased continuously with the increasing addition of WTSF content. The addition of WTSF made CGBB samples change from brittleness to ductility. With the increasing content of S-WTSF and P-WTSF, the toughness of the modified CGBB samples at a curing time of 3 d first increased and then decreased (the turning point was 1%), and that at the curing time of 7 d continued to increase. The toughness of CGBB modified with H-WTSF first increased and then decreased (the turning point was 0.5%) with the increase of the H-WTSF content. The toughness enhancement mechanism of CGBB modified by WTSF can be illustrated from a microscopic perspective as follows: WTSF is wrapped by hydration products, and the inlaying and bridging effects of WTSF are formed in the CGBB matrix. This research provides a basis for the improvement of mechanical properties of CGBB modified by WTSF and a new method for the reuse of discarded tires.
    publisherAmerican Society of Civil Engineers
    titleMechanical Behavior of Waste Tire Steel Fiber–Modified Mine-Cemented Backfilling Materials: Early Strength, Toughness, and Failure Mode
    typeJournal Article
    journal volume36
    journal issue7
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-17688
    journal fristpage04024183-1
    journal lastpage04024183-12
    page12
    treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 007
    contenttypeFulltext
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