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The assessment of longwall working stability based on the Mohr-Coulomb stress criterion – numerical analysis

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The use of computer techniques at the design stage of industrial facilities is essential in modern times. The ability to shorten the time required to develop a project and assess the safety of the use of assumptions, often enables the reduction of the costs incurred in the future. The possibility to skip expensive prototype tests by using 3D prototyping is why it is currently the prevailing model in the design of industrial facilities, including in the mining industry. In the case of a longwall working, its stability requires the maintenance of the geometric continuity of floor rocks in cooperation with a powered roof support.The paper investigates the problem of longwall working stability under the influence of roof properties, coal properties, shield loading and the roof-floor interaction. The longwall working stability is represented by an index, factor of safety (FOS), and is correlated with a previously proposed roof capacity index ‘g‘. The topic of the paper does address an issue of potential interest. The assessment of the stability of the roof in longwalls was based on the numerical analysis of the factor of safety (FOS), using the Mohr-Coulomb stress criterion. The Mohr-Coulomb stress criterion enables the prediction of the occurrence of failures when the connection of the maximum tensile principal stress σ1 and the minimum compressive principal stress σ3 exceed relevant stress limits. The criterion is used for materials which indicates distinct tensile and compressive characteristics. The numerical method presented in the paper can be utilized in evaluating the mining natural hazards through predicting the parameters, which determine the roof maintenance in the longwall working.One of the purposes of the numerical analysis was to draw attention to the possibilities that are currently created by specialized software as an important element accompanying the modern design process, which forms part of intelligent underground mining 4.0.
Rocznik
Strony
493--509
Opis fizyczny
Bibliogr. 18 poz., rys., tab., wykr.
Twórcy
  • Central Mining Institute, 1 Gwarków Sq., 40-166 Katowice, Poland
Bibliografia
  • [1] Biliński A., 1968. The symptoms of rock mass pressure in longwall panels located in hard coal seam. Zeszyt Naukowy nr 221, Górnictwo z. 31, Politechnika Śląska, Gliwice, [In Polish].
  • [2] Das S . K., 2000. Observations and classification of roof strata behaviour over longwall coal mining panels in India. International Journal of Rock Mechanics and Mining Sciences 37, 585-597.
  • [3] Düzgün H.S.B., 2005. Analysis of roof fall hazards and risk assessment for Zonguldak coal basin underground mines. International Journal of Coal Geology 64, 1-2, 104-115.
  • [4] Duzgun H .S.B., Einstein H.H., 2004. Assessment and management of roof fall risks in underground coal mines. Safety Science 42 (1), 23-41.
  • [5] Ghasemi E., Ataei M., Shahriar K., Sereshki F., Jalali S.E., Ramazanzadeh A., 2012. Assessment of roof fall risk during retreat mining in room and pillar coal mines. International Journal of Rock Mechnics and Mining Sciences 54, 80-89.
  • [6] Ghasemi E., Ataei M., Shahriar K., 2017. Improving the method of roof fall susceptibility assessment based on fuzzy approach. Archives of Mining Sciences 1, 13-32.
  • [7] Gu S., Jiang B., Wang G., Dai H., Zhang M., 2018. Occurrence mechanism of roof-fall accidents in large-section coal seam roadways and related support design for bayangaole coal mine, China. Advances in Civil Engineering 2018, Article ID 6831731, 17.
  • [8] Iannacchione A., Bajpayee T.S., Prosser L., 2007. Methods for determining roof fall risk in underground mines. Min. Eng. 59 (11), 47-53.
  • [9] Labuz J. F., Zan A., 2012. Mohr-Coulomb Failure Criterion. Rock Mech. Rock Eng. 45,975-979.
  • [10] Mark C., Pappas D.M., Barczak T.M., 2011. Current trends in reducing groundfall accidents in U.S. coal mines. Min. Eng. 63 (1), 60-66.
  • [11] Martyka J., Hetmańczyk P., 2013. Annual report: The state of natural and technical hazards in Polish hard coal mines in 2013. Report under Prof. Kabieszlidership, GIG, Katowice, 15-27 [In Polish].
  • [12] Palei S.K ., Das S.K., 2008. Sensitivity analysis of support safety factor for predicting the effects of contributing parameters on roof falls in underground coal mines. Int. J. Coal Geol. 75, 241-247.
  • [13] Petrova R .V., 2015. Introduction to Static Analysis Using SolidWorks Simulation. CRC Press, London.
  • [14] Prusek S. , Rajwa S., Wrana A., Krzemień A., 2017. Assessment of roof fall risk in longwall coal mines. International Journal of Mining, Reclamation and Environment 31 (8), 558-574.
  • [15] Rajwa S., J anoszek T., Prusek S., 2020. Model tests of the effect of active roof support on the working stability of a longwall. Computers and Geotechnics 118, 103302. https://doi.org/10.1016/j.compgeo.2019.103302.
  • [16] Rajwa S., J anoszek T., Prusek S., 2019. Influence of canopy ratio of powered roof support on longwall working stability – A case study. International Journal of Mining Science and Technology 29 (4), 591-598.
  • [17] Steffen J., 2018. Analysis of Machine Elements Using SolidWorks Simulation 2012. SDC Publications.
  • [18] Walentek A., Lubosik Z., Prusek S., Masny W., 2009. Numerical Modelling of the Range of Rock Fracture Zone around Gateroads on the Basis of Underground Measurement Results. 28th International Conference on Ground Control in Mining. USA, Morgantown s. 121÷128.
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-7eb3c747-abbc-4e83-b7e4-38d76416633e
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