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    Microcracking Mechanism Analysis of Rock Failure in Diametral Compression Tests

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 006
    Author:
    Liu Quansheng;Liu Qi;Pan Yucong;Liu Xuewei;Kong Xiaoxuan;Deng Penghai
    DOI: 10.1061/(ASCE)MT.1943-5533.0002251
    Publisher: American Society of Civil Engineers
    Abstract: A moment tensor analysis of acoustic emission was applied to quantitatively study the microcracking mechanism and damage evolution process in cylindrical specimens of granite and sandstone under diametral compression. It was found that the localized damage zone tended to originate and propagate from the vicinity of the loading ends. During the damage accumulation process, the tensile cracks played a dominant role in number, but the acoustic emission (AE) energy release of microcracks of different types presented an inconsistent trend for the two types of rock. Scanning electron microscope (SEM) observations on the fractured surfaces were conducted, which indicated that during the rock failure process there coexisted microcracks of three types—tensile, shear, and mixed-mode—due to the heterogeneity of the mechanical properties of the rock. The microscopic observations using a polarized light microscope technique revealed that the mineralogical composition and microstructure of rock had a significant effect on its microcracking mechanism.
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      Microcracking Mechanism Analysis of Rock Failure in Diametral Compression Tests

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4250596
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    contributor authorLiu Quansheng;Liu Qi;Pan Yucong;Liu Xuewei;Kong Xiaoxuan;Deng Penghai
    date accessioned2019-02-26T07:58:12Z
    date available2019-02-26T07:58:12Z
    date issued2018
    identifier other%28ASCE%29MT.1943-5533.0002251.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250596
    description abstractA moment tensor analysis of acoustic emission was applied to quantitatively study the microcracking mechanism and damage evolution process in cylindrical specimens of granite and sandstone under diametral compression. It was found that the localized damage zone tended to originate and propagate from the vicinity of the loading ends. During the damage accumulation process, the tensile cracks played a dominant role in number, but the acoustic emission (AE) energy release of microcracks of different types presented an inconsistent trend for the two types of rock. Scanning electron microscope (SEM) observations on the fractured surfaces were conducted, which indicated that during the rock failure process there coexisted microcracks of three types—tensile, shear, and mixed-mode—due to the heterogeneity of the mechanical properties of the rock. The microscopic observations using a polarized light microscope technique revealed that the mineralogical composition and microstructure of rock had a significant effect on its microcracking mechanism.
    publisherAmerican Society of Civil Engineers
    titleMicrocracking Mechanism Analysis of Rock Failure in Diametral Compression Tests
    typeJournal Paper
    journal volume30
    journal issue6
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0002251
    page4018082
    treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 006
    contenttypeFulltext
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