- Numerical modeling of destress blasting for strata separation
Počet záznamů: 1  

Numerical modeling of destress blasting for strata separation

  1. 1.
    SYSNO ASEP0575585
    Druh ASEPJ - Článek v odborném periodiku
    Zařazení RIVJ - Článek v odborném periodiku
    Poddruh JČlánek ve WOS
    NázevNumerical modeling of destress blasting for strata separation
    Tvůrce(i) Koníček, Petr (UGN-S) RID, ORCID
    Chen, T. (CA)
    Mitri, H.S. (CA)
    Celkový počet autorů3
    Zdroj.dok.Journal of Rock Mechanics and Geotechnical Engineering. - : Science Press - ISSN 1674-7755
    Roč. 15, č. 9 (2023), s. 2238-2249
    Poč.str.12 s.
    Forma vydáníOnline - E
    Jazyk dok.eng - angličtina
    Země vyd.CN - Čína
    Klíč. slovarockburst hazard ; destress blasting (DB ; strata separation ; safety pillar ; numerical modeling ; fragmentation factor ; stress dissipation factor ; longwall mining
    Vědní obor RIVDH - Báňský průmysl vč. těžby a zpracování uhlí
    Obor OECDEnvironmental and geological engineering, geotechnics
    CEPEF18_053/0016978 GA MŠMT - Ministerstvo školství, mládeže a tělovýchovy
    Způsob publikováníOpen access
    Institucionální podporaUGN-S - RVO:68145535
    UT WOS001070906500005
    EID SCOPUS85163464701
    DOI https://doi.org/10.1016/j.jrmge.2023.04.014
    AnotaceDestress blasting (DB) implemented along the perimeter of safety pillars is a special application of destressing in coal longwall mining. The goal is to separate relatively more deformed mined areas from safety pillars, such as shaft pillars or cross-cut pillars, to reduce the transfer of high stresses to the protective pillar. This case study aims to numerically simulate selected destress blasts in the Czech part of the Upper Silesian Coal Basin and examine its impact on stress transfer to the safety pillar area. To separate the area between the protective pillar and the longwall (LW), two fans of five 93-mm blast holes (length of 93–100 m) were drilled from the gate roads into the overburden strata. Each set of blast holes was fired separately in two stages without time delay. The explosive charge (gelatin-type of explosive) of each stage is 3450 kg. The two DB stages were fired when the longwall face was approximately 158 m and 152 m away from the blast. A 3D mine-wide model is built and validated with in situ stress measured with hydrofracturing. Mining and destressing in three 5-m thick coal seams are simulated in the region. Numerical modeling of DB is successfully conducted using a rock fragmentation factor α of 0.05 and a stress reduction/dissipation factor β of 0.95. Buffering of transfer of additional stress from the mining area into the safety pillar is evaluated by comparison of yielding volume before and after DB. It is shown that yielding volume drops after DB by nearly 80% in the area of the destressing panel and near the safety shaft pillar.
    PracovištěÚstav geoniky
    KontaktLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Rok sběru2024
    Elektronická adresahttps://www.sciencedirect.com/science/article/pii/S1674775523001579?via%3Dihub
Počet záznamů: 1  

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