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    Evolution Law of Fractured Rock Permeability under Cyclic Loading and Unloading

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007::page 04025124-1
    Author:
    Chenlin Wang
    ,
    Haoran Shen
    ,
    Lihui Sun
    DOI: 10.1061/IJGNAI.GMENG-11318
    Publisher: American Society of Civil Engineers
    Abstract: Gob is formed by large-scale voids during underground coal mining. The overlying strata of gob collapses from the bottom up. The fractured zone of overlying strata in the gob is subjected to repeated loading and unloading during coal mining. The permeability of the fractured zone constantly changes, directly affecting the gas migration and enrichment law in the gob. The permeability experiment of prefabricated fractured rock samples under cyclic loading is carried out. Results show that permeability of fractured rock samples has a negative exponential function with stress. The permeability difference of the loading and unloading stages represents the closure and opening degrees of pores and fractures in the rock, respectively. The permeability loss between the loading and unloading stages represents the irreversible deformation of pores and fractures. The effects of vertical and horizontal fractures on rock permeability are different. The permeability, permeability sensitivity coefficient, and permeability recovery rate of the vertically fractured rock samples are greater than those of horizontally fractured and intact rock samples. The permeability sensitivity coefficient and the permeability recovery rate of horizontally fractured rock samples are greater than that of intact rock samples, but the permeability has little difference from that of intact rock samples. In addition, the effects of axial and confining stresses on rock permeability are also different. The permeability difference, permeability sensitivity coefficient, and permeability recovery rate of rock samples under cyclic confining stress are greater than that of cyclic axial stress. Finally, the effects of fracture and stress on rock permeability are compared. The permeability change rate caused by prefabricated fracture is greater than that of stress, particularly the vertical fracture. The research results have important theoretical guiding significance for gas extraction in coal mine gob.
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      Evolution Law of Fractured Rock Permeability under Cyclic Loading and Unloading

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    contributor authorChenlin Wang
    contributor authorHaoran Shen
    contributor authorLihui Sun
    date accessioned2025-08-17T22:28:39Z
    date available2025-08-17T22:28:39Z
    date copyright7/1/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-11318.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306986
    description abstractGob is formed by large-scale voids during underground coal mining. The overlying strata of gob collapses from the bottom up. The fractured zone of overlying strata in the gob is subjected to repeated loading and unloading during coal mining. The permeability of the fractured zone constantly changes, directly affecting the gas migration and enrichment law in the gob. The permeability experiment of prefabricated fractured rock samples under cyclic loading is carried out. Results show that permeability of fractured rock samples has a negative exponential function with stress. The permeability difference of the loading and unloading stages represents the closure and opening degrees of pores and fractures in the rock, respectively. The permeability loss between the loading and unloading stages represents the irreversible deformation of pores and fractures. The effects of vertical and horizontal fractures on rock permeability are different. The permeability, permeability sensitivity coefficient, and permeability recovery rate of the vertically fractured rock samples are greater than those of horizontally fractured and intact rock samples. The permeability sensitivity coefficient and the permeability recovery rate of horizontally fractured rock samples are greater than that of intact rock samples, but the permeability has little difference from that of intact rock samples. In addition, the effects of axial and confining stresses on rock permeability are also different. The permeability difference, permeability sensitivity coefficient, and permeability recovery rate of rock samples under cyclic confining stress are greater than that of cyclic axial stress. Finally, the effects of fracture and stress on rock permeability are compared. The permeability change rate caused by prefabricated fracture is greater than that of stress, particularly the vertical fracture. The research results have important theoretical guiding significance for gas extraction in coal mine gob.
    publisherAmerican Society of Civil Engineers
    titleEvolution Law of Fractured Rock Permeability under Cyclic Loading and Unloading
    typeJournal Article
    journal volume25
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-11318
    journal fristpage04025124-1
    journal lastpage04025124-13
    page13
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 007
    contenttypeFulltext
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