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    Ground Control Monitoring in Backfilled Strip Mining under the Metropolitan District: Case Study

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    Author:
    Zhao Tongbin;Ma Shuqi;Zhang Zhenyu
    DOI: 10.1061/(ASCE)GM.1943-5622.0001163
    Publisher: American Society of Civil Engineers
    Abstract: Ground subsidence and coal gangue induced by mining activities could significantly influence the nearby environment. To allow strict public scrutiny of mining under the metropolitan district, coal gangue backfill has been introduced together with the strip mining method to minimize ground subsidence and to reduce gangue disposal in Tangshan Mine in Hebei Province, China. Field investigation was conducted to evaluate the performances of the combined mining method. The results showed that fractures were primarily generated at distances ranging from 5 m to 85 m behind the longwall face. The majority of fractures occurred within the range of 3 m in the overlying roof strata. The roof strata over the goaf became stable at a distance of 78 m behind the longwall face. The cumulative roof displacement occurred from instrument installation to roof regaining stability was 184.2 mm. The backfill stresses experienced a slow increase, with a maximum value reaching .4 MPa at a distance of 97 m behind the longwall face. The maximum ground subsidence reached 46 mm, which had little impact on nearby buildings. Based upon these findings, it can be concluded that the combination of the backfill technique in strip mining can effectively reduce ground subsidence.
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      Ground Control Monitoring in Backfilled Strip Mining under the Metropolitan District: Case Study

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249894
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    contributor authorZhao Tongbin;Ma Shuqi;Zhang Zhenyu
    date accessioned2019-02-26T07:51:44Z
    date available2019-02-26T07:51:44Z
    date issued2018
    identifier other%28ASCE%29GM.1943-5622.0001163.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249894
    description abstractGround subsidence and coal gangue induced by mining activities could significantly influence the nearby environment. To allow strict public scrutiny of mining under the metropolitan district, coal gangue backfill has been introduced together with the strip mining method to minimize ground subsidence and to reduce gangue disposal in Tangshan Mine in Hebei Province, China. Field investigation was conducted to evaluate the performances of the combined mining method. The results showed that fractures were primarily generated at distances ranging from 5 m to 85 m behind the longwall face. The majority of fractures occurred within the range of 3 m in the overlying roof strata. The roof strata over the goaf became stable at a distance of 78 m behind the longwall face. The cumulative roof displacement occurred from instrument installation to roof regaining stability was 184.2 mm. The backfill stresses experienced a slow increase, with a maximum value reaching .4 MPa at a distance of 97 m behind the longwall face. The maximum ground subsidence reached 46 mm, which had little impact on nearby buildings. Based upon these findings, it can be concluded that the combination of the backfill technique in strip mining can effectively reduce ground subsidence.
    publisherAmerican Society of Civil Engineers
    titleGround Control Monitoring in Backfilled Strip Mining under the Metropolitan District: Case Study
    typeJournal Paper
    journal volume18
    journal issue7
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/(ASCE)GM.1943-5622.0001163
    page5018003
    treeInternational Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 007
    contenttypeFulltext
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