Stability study of coal pillars due to induced stress driven spalling during development and mechanised depillaring at different depths of cover
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68145535%3A_____%2F24%3A00588347" target="_blank" >RIV/68145535:_____/24:00588347 - isvavai.cz</a>
Result on the web
<a href="https://cdnsciencepub.com/doi/10.1139/cgj-2024-0114" target="_blank" >https://cdnsciencepub.com/doi/10.1139/cgj-2024-0114</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1139/cgj-2024-0114" target="_blank" >10.1139/cgj-2024-0114</a>
Alternative languages
Result language
angličtina
Original language name
Stability study of coal pillars due to induced stress driven spalling during development and mechanised depillaring at different depths of cover
Original language description
Induced stress driven spalling in coal pillars depends on several factors including depth of cover, in-situ stresses and presence of weak planes. A solid coal pillar generally experiences spalling at a higher depth. Fender and snook/rib experiences considerable spalling during depillaring even at lower depth below strong and massive rock mass. The spalling in pillars leads to instability at working places including goaf encroachment during depillaring. This paper discusses the measurement of induced stress driven spalling during development of a seam having weak roof-pillar interface at 850-900 m at CSM mine in Czech Republic. Spalling is also examined in different form of coal pillars during mechanized depillaring at 250 m depth at Godavarikhani 11 Incline mine in India. Finite difference based numerical modelling was carried out to assess the behaviour of the pillars. Ultimate non-elastic region was observed up to 9 m near the roof-pillar interface due to presence of weak plane and around 8 m at middle height of the pillar at the higher depth. At the moderate depth of around 250 m, maximum vertical induced stress was observed over a fender. Spalling of 2 m and 1.5 m was observed in the fender and pillar respectively.
Czech name
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Czech description
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Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
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OECD FORD branch
20701 - Environmental and geological engineering, geotechnics
Result continuities
Project
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Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2024
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Canadian Geotechnical Journal
ISSN
0008-3674
e-ISSN
1208-6010
Volume of the periodical
62
Issue of the periodical within the volume
January 2025
Country of publishing house
CA - CANADA
Number of pages
16
Pages from-to
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UT code for WoS article
001342496000001
EID of the result in the Scopus database
2-s2.0-85217059953