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<ArticleSet>
<Article>
<Journal>
				<PublisherName>Shahrood University of Technology</PublisherName>
				<JournalTitle>Journal of Mining and Environment</JournalTitle>
				<Issn>2251-8592</Issn>
				<Volume>15</Volume>
				<Issue>4</Issue>
				<PubDate PubStatus="epublish">
					<Year>2024</Year>
					<Month>10</Month>
					<Day>01</Day>
				</PubDate>
			</Journal>
<ArticleTitle>Stability Analysis of set-up Room of a Deep Longwall Panel of India using 3D Numerical Modelling Technique</ArticleTitle>
<VernacularTitle></VernacularTitle>
			<FirstPage>1291</FirstPage>
			<LastPage>1308</LastPage>
			<ELocationID EIdType="pii">3159</ELocationID>
			
<ELocationID EIdType="doi">10.22044/jme.2024.14360.2689</ELocationID>
			
			<Language>EN</Language>
<AuthorList>
<Author>
					<FirstName>Avula Rajashekar</FirstName>
					<LastName>Yadav</LastName>
<Affiliation>Mining Engineering Department, Indian Institute of Technology Kharagpur, West Bengal, India</Affiliation>

</Author>
<Author>
					<FirstName>Sreenivasa Rao</FirstName>
					<LastName>Islavath</LastName>
<Affiliation>Mining Engineering Department, Indian Institute of Technology Kharagpur, West Bengal, India</Affiliation>

</Author>
<Author>
					<FirstName>Srikanth</FirstName>
					<LastName>Katkuri</LastName>
<Affiliation>Adriyala Longwall Project, Singareni Collieries Company Limited, Telangana, India</Affiliation>

</Author>
</AuthorList>
				<PublicationType>Journal Article</PublicationType>
			<History>
				<PubDate PubStatus="received">
					<Year>2024</Year>
					<Month>03</Month>
					<Day>25</Day>
				</PubDate>
			</History>
		<Abstract>The installation gallery/set-up room of a longwall panel is driven for installation of the longwall face machineries to start the extraction of coal from the longwall panel. The width of the installation gallery is 8 to 9 m. This gallery needs to be stabilized till the face machineries to be deployed from the driving of the room as it required to stand more than 8 to 10 months and develop the high stress concentration, roof-to-floor convergence and yield zone in the roof and sides. Hence, in this study, a deep longwall mine of India is considered to analyze the behavior of set-up room. For this, a total of twelve 3D numerical models are developed and analyzed considering Mohr’s-Coulomb failure criterion. Three panels located at 417, 462, 528 m having three different widths (8, 10 and 12 m) of set-up rooms are examined. The width of the set-up room is taken based on the length of the shield support. The results in terms of vertical stress distribution, vertical displacement, roof-to-floor convergence, plastic strain and yield zone distribution are presented.</Abstract>
		<ObjectList>
			<Object Type="keyword">
			<Param Name="value">Longwall</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Set-up room</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Stress concentration</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Roof to floor convergence</Param>
			</Object>
			<Object Type="keyword">
			<Param Name="value">Yield zone</Param>
			</Object>
		</ObjectList>
<ArchiveCopySource DocType="pdf">https://jme.shahroodut.ac.ir/article_3159_579a0bc17af939329ee75b24034b490b.pdf</ArchiveCopySource>
</Article>
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