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    Failure Behavior for Rocklike Material with Cross Crack under Biaxial Compression

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
    Author:
    Xuewei Liu; Quansheng Liu; Bin Liu; Yuanguang Zhu; Penglin Zhang
    DOI: 10.1061/(ASCE)MT.1943-5533.0002540
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an experimental study in which molded gypsum specimens with different crack geometries (T-shaped and X-shaped cross crack) were tested in biaxial compression. Crack propagation and failure behaviors were investigated and nine crack types were detected, namely, wing crack, antiwing crack, secondary crack, horizontal wing crack, quasi-coplanar wing crack, quasi-coplanar secondary crack, far-field crack, surface spalling, and lateral split crack. Moreover, horizontal wing crack and quasi-coplanar wing crack were first observed in the rocklike specimens, which was caused by the added confining pressure. Besides, the cracks and failure modes under uniaxial and biaxial compression were compared according to proposed nine types of new cracks. With an increase in confining pressure, surface spalling and lateral split crack appeared. Lateral split cracks were observed only in T04 (σ2=1.5  MPa), X03 (σ2=1.0  MPa), and X04 (σ2=1.5  MPa), which indicate that lateral split crack is hardly induced under lower confining pressure. The reason is that confining pressure prevents the lateral deformation, therefore, failure can appear only along the free face such as surface spalling and lateral split crack. In practice, surface spalling is the common failure near excavation faces in deep tunnels, which validates the experimental results here.
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      Failure Behavior for Rocklike Material with Cross Crack under Biaxial Compression

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4255271
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    contributor authorXuewei Liu; Quansheng Liu; Bin Liu; Yuanguang Zhu; Penglin Zhang
    date accessioned2019-03-10T12:17:34Z
    date available2019-03-10T12:17:34Z
    date issued2019
    identifier other%28ASCE%29MT.1943-5533.0002540.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255271
    description abstractThis paper presents an experimental study in which molded gypsum specimens with different crack geometries (T-shaped and X-shaped cross crack) were tested in biaxial compression. Crack propagation and failure behaviors were investigated and nine crack types were detected, namely, wing crack, antiwing crack, secondary crack, horizontal wing crack, quasi-coplanar wing crack, quasi-coplanar secondary crack, far-field crack, surface spalling, and lateral split crack. Moreover, horizontal wing crack and quasi-coplanar wing crack were first observed in the rocklike specimens, which was caused by the added confining pressure. Besides, the cracks and failure modes under uniaxial and biaxial compression were compared according to proposed nine types of new cracks. With an increase in confining pressure, surface spalling and lateral split crack appeared. Lateral split cracks were observed only in T04 (σ2=1.5  MPa), X03 (σ2=1.0  MPa), and X04 (σ2=1.5  MPa), which indicate that lateral split crack is hardly induced under lower confining pressure. The reason is that confining pressure prevents the lateral deformation, therefore, failure can appear only along the free face such as surface spalling and lateral split crack. In practice, surface spalling is the common failure near excavation faces in deep tunnels, which validates the experimental results here.
    publisherAmerican Society of Civil Engineers
    titleFailure Behavior for Rocklike Material with Cross Crack under Biaxial Compression
    typeJournal Paper
    journal volume31
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002540
    page06018025
    treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 002
    contenttypeFulltext
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