Počet záznamů: 1  

Stress-deformation monitoring of coal pillars during room and pillar extraction at the great depth

  1. 1.
    SYSNO ASEP0479433
    Druh ASEPA - Abstrakt
    Zařazení RIVZáznam nebyl označen do RIV
    Zařazení RIVNení vybrán druh dokumentu
    NázevStress-deformation monitoring of coal pillars during room and pillar extraction at the great depth
    Tvůrce(i) Waclawik, Petr (UGN-S) RID
    Kukutsch, Radovan (UGN-S) RID, ORCID
    Kajzar, Vlastimil (UGN-S) RID, ORCID
    Staš, Lubomír (UGN-S) RID, ORCID
    Němčík, J. (AU)
    Nohejl, Zdeněk (UGN-S)
    Celkový počet autorů6
    Zdroj.dok.Górnicze Zagrożenia Naturalne 2017. - Katowice : Główny Instytut Górnictwa - Zakład Tąpań i Mechaniki Górotworu, 2017 - ISBN -
    S. 37-37
    Poč.str.1 s.
    Forma vydáníTištěná - P
    AkceGÓRNICZE ZAGROŻENIA NATURALNE 2017 - MIĘDZYNARODOWĄ KONFERENCJĘ NAUKOWO-TECHNICZNĄ /24./
    Datum konání04.10.2017 - 07.10.2017
    Místo konáníKatowice
    ZeměPL - Polsko
    Typ akceEUR
    Jazyk dok.eng - angličtina
    Země vyd.PL - Polsko
    Klíč. slovastress-deformation ; monitoring ; room and pillar ; coal pillar
    Vědní obor RIVDH - Báňský průmysl vč. těžby a zpracování uhlí
    Obor OECDMining and mineral processing
    CEPLO1406 GA MŠMT - Ministerstvo školství, mládeže a tělovýchovy
    ED2.1.00/03.0082 GA MŠMT - Ministerstvo školství, mládeže a tělovýchovy
    Institucionální podporaUGN-S - RVO:68145535
    AnotaceA considerable amount of coal reserves are located in protection pillars that lie under built-up region in active mining areas at the Czech part of the Upper Silesian Coal Basin. The commonly used controlled caving longwall mining method is not applicable in these areas because significant deformation of the surface is not permitted. For this reason the room and pillar method with stable coal pillars has been tested in order to minimise strata convergence. The trial operation of room and pillar method has been implemented at the shaft protective pillar of CSM Mine where no mining carried out in the past. Mining depth of room and pillar trial ranged from 700 to 900 meters, being perhaps the deepest room and pillar coal mining in the World.Stress-deformation monitoring was essential as this was the first application of the conventional room and pillar mining method within the Upper Silesian Coal Basin mines. More than six kilometres of roadways were driven within two panels during last three years. Second panel was finished in August this year. An extensive monitoring system was implemented to measure the load profile across the coal pillar and the deformation characteristics in the pillar during mining. Two monitored pillars diamond in shape and slightly irregular sides were approximately 860 m2 and 1200 m2 in size into the first mined panel “V” and three monitored pillars were approximately 590 m2, 590 m2 and 730 m2 in size into the second panel “II”. The monitored pillars were selected so that recorded the behaviour of rock masses in different geotechnical conditions. In the context of stress and deformation, the monitoring are covering deformability of rock overlaying the room and pillar roadways, measuring pre-mining stress and stress change monitoring in rock and coal during mining, deformability of coal pillars, load on the installed cable bolts, roadway convergence monitoring. On top of all that the seismology and seismo-acoustic monitoring were carried out.
    PracovištěÚstav geoniky
    KontaktLucie Gurková, lucie.gurkova@ugn.cas.cz, Tel.: 596 979 354
    Rok sběru2018
Počet záznamů: 1  

  Tyto stránky využívají soubory cookies, které usnadňují jejich prohlížení. Další informace o tom jak používáme cookies.