Crack extension process and failure behavior of marbles containing fillers

Q.Q. Dong, Guowei Ma, M.J. Xia, H.B. Zhen

    Research output: Contribution to journalArticle

    1 Citation (Scopus)

    Abstract

    ©, 2015, Beijing University of Technology. All right reserved. In order to investigate the non-straight fracture failure mechanism further, an automatic engraving equipment was employed to prepare the crack test-pieces taking natural coarse marbles and the marbles containing fillers as the research objects, then an uniaxial compression text was conducted on the “/” type and “S” type crack test-pieces. The results show that 1) The shear failure is observed in both “/” type and “S” type test-pieces in the compression test, moreover, the failure traces are almost the same; 2) The failure level of rock mass containing fillers is slighter than those containing no fillers under the same external loading. The early strength as well as the enhancement of the peak residual strength are affected by the fillers, and an 18.75% increase ratio of post-peak strain is achieved in the rock mass containing fillers; 3) The crack resistant ability of rock mass varies with different fillers. The cohesive force and strength of cement slurry are much better than the padding gypsum, which indicate that cement slurry has a nice reinforcement efficacy. This study investigated the influences of non-straight crack (“S” type) and filling material on the fractured rock destruction and summarized the crack extension mode with filling materials, which provided the experimental basis and practical reference for the practical engineering fissured rock mass.
    Original languageEnglish
    Pages (from-to)1375-1382
    JournalBeijing Gongye Daxue Xuebao/Journal of Beijing University of Technology
    Volume41
    Issue number9
    DOIs
    Publication statusPublished - 2015

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    Marble
    Fillers
    Cracks
    Rocks
    Cements
    Gypsum
    Reinforcement

    Cite this

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    title = "Crack extension process and failure behavior of marbles containing fillers",
    abstract = "{\circledC}, 2015, Beijing University of Technology. All right reserved. In order to investigate the non-straight fracture failure mechanism further, an automatic engraving equipment was employed to prepare the crack test-pieces taking natural coarse marbles and the marbles containing fillers as the research objects, then an uniaxial compression text was conducted on the “/” type and “S” type crack test-pieces. The results show that 1) The shear failure is observed in both “/” type and “S” type test-pieces in the compression test, moreover, the failure traces are almost the same; 2) The failure level of rock mass containing fillers is slighter than those containing no fillers under the same external loading. The early strength as well as the enhancement of the peak residual strength are affected by the fillers, and an 18.75{\%} increase ratio of post-peak strain is achieved in the rock mass containing fillers; 3) The crack resistant ability of rock mass varies with different fillers. The cohesive force and strength of cement slurry are much better than the padding gypsum, which indicate that cement slurry has a nice reinforcement efficacy. This study investigated the influences of non-straight crack (“S” type) and filling material on the fractured rock destruction and summarized the crack extension mode with filling materials, which provided the experimental basis and practical reference for the practical engineering fissured rock mass.",
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    Crack extension process and failure behavior of marbles containing fillers. / Dong, Q.Q.; Ma, Guowei; Xia, M.J.; Zhen, H.B.

    In: Beijing Gongye Daxue Xuebao/Journal of Beijing University of Technology, Vol. 41, No. 9, 2015, p. 1375-1382.

    Research output: Contribution to journalArticle

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    AU - Zhen, H.B.

    PY - 2015

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    N2 - ©, 2015, Beijing University of Technology. All right reserved. In order to investigate the non-straight fracture failure mechanism further, an automatic engraving equipment was employed to prepare the crack test-pieces taking natural coarse marbles and the marbles containing fillers as the research objects, then an uniaxial compression text was conducted on the “/” type and “S” type crack test-pieces. The results show that 1) The shear failure is observed in both “/” type and “S” type test-pieces in the compression test, moreover, the failure traces are almost the same; 2) The failure level of rock mass containing fillers is slighter than those containing no fillers under the same external loading. The early strength as well as the enhancement of the peak residual strength are affected by the fillers, and an 18.75% increase ratio of post-peak strain is achieved in the rock mass containing fillers; 3) The crack resistant ability of rock mass varies with different fillers. The cohesive force and strength of cement slurry are much better than the padding gypsum, which indicate that cement slurry has a nice reinforcement efficacy. This study investigated the influences of non-straight crack (“S” type) and filling material on the fractured rock destruction and summarized the crack extension mode with filling materials, which provided the experimental basis and practical reference for the practical engineering fissured rock mass.

    AB - ©, 2015, Beijing University of Technology. All right reserved. In order to investigate the non-straight fracture failure mechanism further, an automatic engraving equipment was employed to prepare the crack test-pieces taking natural coarse marbles and the marbles containing fillers as the research objects, then an uniaxial compression text was conducted on the “/” type and “S” type crack test-pieces. The results show that 1) The shear failure is observed in both “/” type and “S” type test-pieces in the compression test, moreover, the failure traces are almost the same; 2) The failure level of rock mass containing fillers is slighter than those containing no fillers under the same external loading. The early strength as well as the enhancement of the peak residual strength are affected by the fillers, and an 18.75% increase ratio of post-peak strain is achieved in the rock mass containing fillers; 3) The crack resistant ability of rock mass varies with different fillers. The cohesive force and strength of cement slurry are much better than the padding gypsum, which indicate that cement slurry has a nice reinforcement efficacy. This study investigated the influences of non-straight crack (“S” type) and filling material on the fractured rock destruction and summarized the crack extension mode with filling materials, which provided the experimental basis and practical reference for the practical engineering fissured rock mass.

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