All

What are you looking for?

All
Projects
Results
Organizations

Quick search

  • Projects supported by TA ČR
  • Excellent projects
  • Projects with the highest public support
  • Current projects

Smart search

  • That is how I find a specific +word
  • That is how I leave the -word out of the results
  • “That is how I can find the whole phrase”

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

  • Czech description

Classification

  • Type

    J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database

  • CEP classification

  • OECD FORD branch

    20701 - Environmental and geological engineering, geotechnics

Result continuities

  • Project

  • 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

  • UT code for WoS article

    001342496000001

  • EID of the result in the Scopus database

    2-s2.0-85217059953