Number of the records: 1  

Determination of stress state in rock mass using strain gauge probes CCBO

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    SYSNO ASEP0462414
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleDetermination of stress state in rock mass using strain gauge probes CCBO
    Author(s) Waclawik, Petr (UGN-S) RID
    Staš, Lubomír (UGN-S) RID, ORCID
    Němčík, J. (AU)
    Koníček, Petr (UGN-S) RID, ORCID
    Kaláb, Tomáš (UGN-S)
    Number of authors5
    Source TitleProcedia Engineering. - Amsterdam : Elsevier BV
    Roč. 149, č. 149 (2016), s. 544-552
    Number of pages9 s.
    Publication formOnline - E
    Languageeng - English
    CountryNL - Netherlands
    KeywordsCompact Conical ended Borehole Overcoring method (CCBO) ; overcoring ; rock mass ; stress
    Subject RIVDH - Mining, incl. Coal Mining
    Institutional supportUGN-S - RVO:68145535
    UT WOS000386946500072
    EID SCOPUS84979966760
    DOI10.1016/j.proeng.2016.06.703
    AnnotationThe strain gauge probes of different construction are typically used for determination of stress state rock mass. The modified overcoring method known as the Compact Conical ended Borehole Overcoring method (CCBO) for stress state determination in rock mass was designed in Institute of Geonics of the CAS (IGN) in cooperation with Kumamoto University in Japan. The implemented adjustment of the overcoring method consists mainly in omitting the overcoring phase (stress relief phase). The probe is glued directly to the conically shaped end of a borehole. The data logger located within the conical probe enables continual strain monitoring directly in the conically shaped end of the borehohole during the overcoring procedure. The conical probe used to monitor stress changes, named Compact Conical ended Borehole Monitoring (CCBM), can continuously monitor rock strain changes in key locations due to mining. Many stress measurements using both strain gauge probes CCBO and CCBM were carried out in the last decade. These measurements were performed in varied rock mass adjacent to mine excavations. Most of the stress measurements were carried out in Carboniferous sedimentary rocks as part of the experimental work in the Czech part of the Upper Silesian Coal Basin (USCB).
    WorkplaceInstitute of Geonics
    ContactLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Year of Publishing2017
    Electronic addresshttp://ac.els-cdn.com/S1877705816312206/1-s2.0-S1877705816312206-main.pdf?_tid=c951eea6-768c-11e6-bf0e-00000aab0f01&acdnat=1473425952_96caea37ce97896f79050c5dce211b57
Number of the records: 1  

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