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Innovative Approach to Monitoring Coal Pillar Deformation and Roof Movement Using 3D Laser Technology

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F17%3A00475742" target="_blank" >RIV/68145535:_____/17:00475742 - isvavai.cz</a>

  • Result on the web

    <a href="http://www.sciencedirect.com/science/article/pii/S1877705817323962" target="_blank" >http://www.sciencedirect.com/science/article/pii/S1877705817323962</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.1016/j.proeng.2017.05.256" target="_blank" >10.1016/j.proeng.2017.05.256</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Innovative Approach to Monitoring Coal Pillar Deformation and Roof Movement Using 3D Laser Technology

  • Original language description

    Monitoring of pillar and roadway deformations is one of the most important issues in geotechnical engineering and miningnpractice. The use of 3D laser technology is ideal to monitor strata displacements in underground excavations enabling complexnspatial data capture of the entire space around monitored pillars including all roof and rib deformation which occurs duringnthe pillar excavation. This method based on repeated scans, can monitor the excavation surface movement ranging from a fewnmm to more than 600 mm. The 3D laser scanner was used to monitor the coal mine roadways and pillar stability in roomnand pillar panel trial in the Ostrava-Karvina coal basin (OKD Mines, Czech Republic). The 3D data analysis indicated ribnmovement that ranged from 250 mm to more than 600 mm, a large floor heave that was regularly brushed and practically no roofnmovement of very strong roof strata overlaying the whole panel area. All scanned results compared well to the results fromnthe extensometry and other measuring instruments. The results further indicated that the mined roadway cross sectional areandecreased between approximately 15-25 % during the first 7 months of monitoring and stabilized at 5 % after another 7 months.nFurther monitoring is planned to identify any long term creep in the room and pillar panel.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20703 - Mining and mineral processing

Result continuities

  • Project

    Result was created during the realization of more than one project. More information in the Projects tab.

  • Continuities

    I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace

Others

  • Publication year

    2017

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    Procedia Engineering - ISRM European Rock Mechanics Symposium EUROCK 2017

  • ISBN

  • ISSN

    1877-7058

  • e-ISSN

  • Number of pages

    7

  • Pages from-to

    873-879

  • Publisher name

    Elsevier Ltd.

  • Place of publication

    Amsterdam

  • Event location

    Ostrava

  • Event date

    Jun 20, 2017

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article

    000416996000111