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    Effect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 005
    Author:
    Tien Dung Le
    ,
    Xuan Nam Bui
    DOI: 10.1061/(ASCE)GM.1943-5622.0001667
    Publisher: ASCE
    Abstract: The first caving of top coal and the first weighting of roof strata in Longwall Top Coal Caving (LTCC) mining were analyzed in a parametric study by using a discontinuum modeling technique with plastic rock material. The analysis demonstrated that an increase in the value of cover depth decreases the stability of main roof strata, while the impact of horizontal stress on the main roof strata stability is not consistent under different stress magnitudes. The study confirmed that an increase in the value of immediate roof rock strength, coal strength, coal elastic modulus, and coal bedding spacing improves the stability of top coal before its first caving, whereas an increase in the value of top coal thickness, cover depth, and horizontal stress magnitude facilitates the commencement of top coal caving. Based on the parametric study's result, a new criterion for the prediction of face distance where top coal starts to cave was statistically developed and named Top coal First Caving Distance (TFCD). TFCD is successful in using immediate rock strength, coal elastic modulus, coal bedding spacing, top coal thickness, and horizontal stress magnitude for a reliable prediction of the face distance. The findings of this paper are helpful in better understanding basic caving/weighting mechanics, predicting face/roof instability risks, and assessing coal loss in LTCC, which contribute to improving safety and productivity in thick seam extraction.
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      Effect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4265695
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    • International Journal of Geomechanics

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    contributor authorTien Dung Le
    contributor authorXuan Nam Bui
    date accessioned2022-01-30T19:38:16Z
    date available2022-01-30T19:38:16Z
    date issued2020
    identifier other%28ASCE%29GM.1943-5622.0001667.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4265695
    description abstractThe first caving of top coal and the first weighting of roof strata in Longwall Top Coal Caving (LTCC) mining were analyzed in a parametric study by using a discontinuum modeling technique with plastic rock material. The analysis demonstrated that an increase in the value of cover depth decreases the stability of main roof strata, while the impact of horizontal stress on the main roof strata stability is not consistent under different stress magnitudes. The study confirmed that an increase in the value of immediate roof rock strength, coal strength, coal elastic modulus, and coal bedding spacing improves the stability of top coal before its first caving, whereas an increase in the value of top coal thickness, cover depth, and horizontal stress magnitude facilitates the commencement of top coal caving. Based on the parametric study's result, a new criterion for the prediction of face distance where top coal starts to cave was statistically developed and named Top coal First Caving Distance (TFCD). TFCD is successful in using immediate rock strength, coal elastic modulus, coal bedding spacing, top coal thickness, and horizontal stress magnitude for a reliable prediction of the face distance. The findings of this paper are helpful in better understanding basic caving/weighting mechanics, predicting face/roof instability risks, and assessing coal loss in LTCC, which contribute to improving safety and productivity in thick seam extraction.
    publisherASCE
    titleEffect of Key Parameters on Top Coal First Caving and Roof First Weighting in Longwall Top Coal Caving: A Case Study
    typeJournal Paper
    journal volume20
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001667
    page04020037
    treeInternational Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 005
    contenttypeFulltext
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