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    Fracture and Time-Varying Multifractal Behaviors of Single-Flawed Red Sandstone with Different Wavilness Angles

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
    Author:
    Yong Niu
    ,
    Xiao-Ping Zhou
    DOI: 10.1061/(ASCE)MT.1943-5533.0003328
    Publisher: ASCE
    Abstract: To study the cracking behaviors and deformation damage process of single-flawed red sandstone with different wavilness angles, a series of uniaxial compression tests are conducted to investigate the effect of wavilness angles on the mechanical characteristics of the flawed red sandstone as well as crack initiation modes and ultimate failure modes. The real-time cracking behaviors of single-flawed red sandstone specimens with different wavilness angles are monitored using acoustic emission (AE) and photographic capturing technologies. The relationship among the AE rate curve, axial stress-time curve, and cracking process is constructed to evaluate the macroscopic deformation characteristics of preflawed rock. Moreover, the deformation damage process of single-flawed red sandstone with different wavilness angles is studied by using multifractal theory. A quantitative criterion is developed based on multifractal parameters of the AE time series, and the combined application of multifractal parameters can be considered as a precursor in the deformation and fracture damage process of flawed rocks.
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      Fracture and Time-Varying Multifractal Behaviors of Single-Flawed Red Sandstone with Different Wavilness Angles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4267260
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    • Journal of Materials in Civil Engineering

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    contributor authorYong Niu
    contributor authorXiao-Ping Zhou
    date accessioned2022-01-30T20:52:01Z
    date available2022-01-30T20:52:01Z
    date issued9/1/2020 12:00:00 AM
    identifier other%28ASCE%29MT.1943-5533.0003328.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267260
    description abstractTo study the cracking behaviors and deformation damage process of single-flawed red sandstone with different wavilness angles, a series of uniaxial compression tests are conducted to investigate the effect of wavilness angles on the mechanical characteristics of the flawed red sandstone as well as crack initiation modes and ultimate failure modes. The real-time cracking behaviors of single-flawed red sandstone specimens with different wavilness angles are monitored using acoustic emission (AE) and photographic capturing technologies. The relationship among the AE rate curve, axial stress-time curve, and cracking process is constructed to evaluate the macroscopic deformation characteristics of preflawed rock. Moreover, the deformation damage process of single-flawed red sandstone with different wavilness angles is studied by using multifractal theory. A quantitative criterion is developed based on multifractal parameters of the AE time series, and the combined application of multifractal parameters can be considered as a precursor in the deformation and fracture damage process of flawed rocks.
    publisherASCE
    titleFracture and Time-Varying Multifractal Behaviors of Single-Flawed Red Sandstone with Different Wavilness Angles
    typeJournal Paper
    journal volume32
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0003328
    page12
    treeJournal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 009
    contenttypeFulltext
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