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    Characteristics of Stress Memory and Acoustic Emission for Siltstone under Different Previous Stresses

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003::page 04024013-1
    Author:
    Shengjun Miao
    ,
    Daohong Xia
    ,
    Pengjin Yang
    ,
    Zejing Liu
    ,
    Xiangfan Shang
    DOI: 10.1061/IJGNAI.GMENG-8988
    Publisher: ASCE
    Abstract: A stepped cyclic loading test was designed to investigate the stress memory and acoustic emission characteristics of siltstone under different previous stress levels. This study aims to improve the applicability of the acoustic emission in situ stress measurement method in porous weak cementation strata. The stress memory failure range for siltstone and the memory stress correction formula were determined based on characteristic stress value. The analysis of acoustic emission characteristics revealed the failure mechanism of the Kaiser effect of siltstone, and the following conclusions were obtained. Crack initiation stress can serve as the failure criterion for the stress memory effect in siltstone. Therefore, the failure range for the stress memory effect in siltstone can be defined as a previous stress of less than 15.3 MPa and a memory stress of less than 13.7 MPa. The pore compaction process in siltstone and the friction-generated acoustic emission signal during this process negatively affect stress memory. The primary cause of the stress memory effect in rocks is the irreversible development of new internal cracks. The compression rebound effect of primary soft pores in siltstone mainly causes the Kaiser effect to fail. The compression rebound effect of primary soft pores in siltstone is the main reason for the failure of the Kaiser effect.
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      Characteristics of Stress Memory and Acoustic Emission for Siltstone under Different Previous Stresses

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4296924
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    contributor authorShengjun Miao
    contributor authorDaohong Xia
    contributor authorPengjin Yang
    contributor authorZejing Liu
    contributor authorXiangfan Shang
    date accessioned2024-04-27T22:33:10Z
    date available2024-04-27T22:33:10Z
    date issued2024/03/01
    identifier other10.1061-IJGNAI.GMENG-8988.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4296924
    description abstractA stepped cyclic loading test was designed to investigate the stress memory and acoustic emission characteristics of siltstone under different previous stress levels. This study aims to improve the applicability of the acoustic emission in situ stress measurement method in porous weak cementation strata. The stress memory failure range for siltstone and the memory stress correction formula were determined based on characteristic stress value. The analysis of acoustic emission characteristics revealed the failure mechanism of the Kaiser effect of siltstone, and the following conclusions were obtained. Crack initiation stress can serve as the failure criterion for the stress memory effect in siltstone. Therefore, the failure range for the stress memory effect in siltstone can be defined as a previous stress of less than 15.3 MPa and a memory stress of less than 13.7 MPa. The pore compaction process in siltstone and the friction-generated acoustic emission signal during this process negatively affect stress memory. The primary cause of the stress memory effect in rocks is the irreversible development of new internal cracks. The compression rebound effect of primary soft pores in siltstone mainly causes the Kaiser effect to fail. The compression rebound effect of primary soft pores in siltstone is the main reason for the failure of the Kaiser effect.
    publisherASCE
    titleCharacteristics of Stress Memory and Acoustic Emission for Siltstone under Different Previous Stresses
    typeJournal Article
    journal volume24
    journal issue3
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-8988
    journal fristpage04024013-1
    journal lastpage04024013-12
    page12
    treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 003
    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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