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Rockbolts as reinforcing elements under dynamic impact of rokbursts

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    SYSNO ASEP0331601
    Document TypeC - Proceedings Paper (int. conf.)
    R&D Document TypeConference Paper
    TitleRockbolts as reinforcing elements under dynamic impact of rokbursts
    Author(s) Horyl, P. (CZ)
    Šňupárek, Richard (UGN-S) RID
    Number of authors2
    Source TitleProceedings of the International Symposium SINOROCK 2009. - Hongkong : The University of Hongkong, 2009 - ISBN 978-962-8014-17-0
    Pagess. 1-4
    Number of pages4 s.
    ActionInternational Symposium SINOROCK 2009
    Event date19.05.2009-22.05.2009
    VEvent locationHongkong
    CountryHK - Hong Kong
    Event typeWRD
    Languageeng - English
    CountryHK - Hong Kong
    Keywordsbreak-through support ; rockburst ; strenghtening
    Subject RIVDH - Mining, incl. Coal Mining
    R&D ProjectsGA105/07/1265 GA ČR - Czech Science Foundation (CSF)
    AACBU44-06 GA ČBÚ - Czech Mining Office Board (ČBÚ)
    CEZAV0Z30860518 - UGN-S (2005-2011)
    AnnotationDue to strong impacts of rockbursts in Ostrava – Karvina coalfield which affect especially roadways and cross-cuts of longwall panels it is necessary to strenghten standard steel breakthroughs support. Using of reinforcing complementary bolts seems to be very effective. Different varieties of a number and location of such rockbolts have been analysed and compared from the viewepoint of the stability under dynamic events on the base of 3D mathematic modelling. The instrument of computer modelling has been FEM applied by ANSYS code. It deals with shape and nature of deformation of steel support, strain and deformation of reinforcing bolts, critical energy by which a permanent strain is caused, influence of interaction of adjacent rock on the above mentioned characterisics. Recommendation for number and location of reinforcing complementary bolts is also contained.
    WorkplaceInstitute of Geonics
    ContactLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Year of Publishing2010
Number of the records: 1  

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