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dc.contributor.authorŠancer, Jindřich
dc.contributor.authorPetroš, Vladimír
dc.contributor.authorHudeček, Vlastimil
dc.contributor.authorZapletal, Pavel
dc.date.accessioned2025-03-28T07:41:16Z
dc.date.available2025-03-28T07:41:16Z
dc.date.issued2024
dc.identifier.citationApplied Sciences. 2024, vol. 14, issue 12, art. no. 5003.cs
dc.identifier.issn2076-3417
dc.identifier.urihttp://hdl.handle.net/10084/155832
dc.description.abstractfirst_pagesettingsOrder Article Reprints Open AccessArticle Strength and Deformation of Pillars during Mining in the Shaft Pillar by Jindřich ŠancerORCID,Vladimír Petroš,Vlastimil Hudeček andPavel Zapletal *ORCID Department of Mining Engineering and Safety, Faculty of Mining and Geology, VSB Technical University Ostrava, 17 Listopadu 2172-15, 70800 Ostrava, Czech Republic * Author to whom correspondence should be addressed. Appl. Sci. 2024, 14(12), 5003; https://doi.org/10.3390/app14125003 Submission received: 24 April 2024 / Revised: 31 May 2024 / Accepted: 5 June 2024 / Published: 8 June 2024 (This article belongs to the Topic Complex Rock Mechanics Problems and Solutions) Downloadkeyboard_arrow_down Browse Figures Review Reports Versions Notes Abstract This study of the strength and deformation of coal samples was triggered by the need to define the stress–strain characteristics of pillars during room and pillar mining in the shaft protective pillar at the ČSM Mine. It was probably the world’s deepest deployment of this mining method in a coal mine. In order to solve the bearing capacity of pillars, the dependence of coal strength on the slenderness ratio is used. For this reason, coal samples with different slenderness ratios were investigated. After considering the purpose of this research, slenderness ratios (width/height) of 1 to 7.7 were chosen. At the same time, the modulus of deformation as a function of the slenderness ratio was determined, and the vertical deformation of the pillars and the safety factor were calculated. Attention is also paid to the influence of sampling on the results of measured coal strengths.cs
dc.language.isoencs
dc.publisherMDPIcs
dc.relation.ispartofseriesApplied Sciencescs
dc.relation.urihttps://doi.org/10.3390/app14125003cs
dc.rights© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.cs
dc.rights.urihttp://creativecommons.org/licenses/by/4.0/cs
dc.subjectseam samplingcs
dc.subjectcoal strengthcs
dc.subjectslenderness ratiocs
dc.subjectpillar deformationcs
dc.subjectroom and pillarcs
dc.subjectsafety factorcs
dc.titleStrength and deformation of pillars during mining in the shaft pillarcs
dc.typearticlecs
dc.identifier.doi10.3390/app14125003
dc.rights.accessopenAccesscs
dc.type.versionpublishedVersioncs
dc.type.statusPeer-reviewedcs
dc.description.sourceWeb of Sciencecs
dc.description.volume14cs
dc.description.issue12cs
dc.description.firstpageart. no. 5003cs
dc.identifier.wos001254577000001


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Zobrazit minimální záznam

© 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.
Kromě případů, kde je uvedeno jinak, licence tohoto záznamu je © 2024 by the authors. Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license.