An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden
Coal pillar design has historically assigned a factor of safety (FoS) or stability factor (SF) according to their estimated strength and the assumed overburden load acting on them. Acceptable FoS values have been assigned based on past mining experience or a statistical link between FoS and probabil...
| Main Authors: | , , |
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| Format: | Article |
| Language: | English |
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Elsevier
2017-01-01
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| Series: | International Journal of Mining Science and Technology |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2095268616302051 |
| _version_ | 1811223369542008832 |
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| author | Guy Reed Kent Mctyer Russell Frith |
| author_facet | Guy Reed Kent Mctyer Russell Frith |
| author_sort | Guy Reed |
| collection | DOAJ |
| description | Coal pillar design has historically assigned a factor of safety (FoS) or stability factor (SF) according to their estimated strength and the assumed overburden load acting on them. Acceptable FoS values have been assigned based on past mining experience or a statistical link between FoS and probability of failure (PoF). Pillar width-to-height (w/h) ratio has long been established as having a material influence on both pillar strength and its potential failure mode. However, there has been significant disagreement on using both factor of safety (FoS) and w/h as part of pillar system stability criterion, as compared to using FoS in isolation. This paper will argue that there are valid technical reasons to bring w/h ratio into system stability criteria (other than its influence on pillar strength), as it is related to the post-failure stiffness of the pillar, as measured in situ, and its interaction with overburden stiffness. When overburden stiffness is also brought into pillar system stability considerations, two issues emerge. The first is the width-to-depth (W/D) ratio of the panel and whether it is sub-critical or super-critical from a surface subsidence perspective. The second relates to a re-evaluation of pillar FoS based on whether the pillar is in an elastic or non-elastic (i.e., post-yield) state in its as-designed condition, as this is relevant to maintaining overburden stiffness at the highest possible level. The significance of the model is the potential to maximise both reserve recovery and mining efficiencies without any discernible increase in geotechnical risk, particularly in thick seams and higher depth of cover mining situations. At a time when mining economics are, at best, marginal, removing potentially unnecessary design conservatism is of interest to all mine operators and is an important topic for discussion amongst the geotechnical community. Keywords: Coal pillars, Stability, Overburden, Post-failure behaviour, Stability criteria |
| first_indexed | 2024-04-12T08:31:48Z |
| format | Article |
| id | doaj.art-35ec12e869c84aa4862a3d43a43cc783 |
| institution | Directory Open Access Journal |
| issn | 2095-2686 |
| language | English |
| last_indexed | 2024-04-12T08:31:48Z |
| publishDate | 2017-01-01 |
| publisher | Elsevier |
| record_format | Article |
| series | International Journal of Mining Science and Technology |
| spelling | doaj.art-35ec12e869c84aa4862a3d43a43cc7832022-12-22T03:40:10ZengElsevierInternational Journal of Mining Science and Technology2095-26862017-01-01271915An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburdenGuy Reed0Kent Mctyer1Russell Frith2Corresponding author. Tel.: +61 2 4088 0600.; Mine Advice Pty Ltd, Newcastle, NSW 2322, AustraliaMine Advice Pty Ltd, Newcastle, NSW 2322, AustraliaMine Advice Pty Ltd, Newcastle, NSW 2322, AustraliaCoal pillar design has historically assigned a factor of safety (FoS) or stability factor (SF) according to their estimated strength and the assumed overburden load acting on them. Acceptable FoS values have been assigned based on past mining experience or a statistical link between FoS and probability of failure (PoF). Pillar width-to-height (w/h) ratio has long been established as having a material influence on both pillar strength and its potential failure mode. However, there has been significant disagreement on using both factor of safety (FoS) and w/h as part of pillar system stability criterion, as compared to using FoS in isolation. This paper will argue that there are valid technical reasons to bring w/h ratio into system stability criteria (other than its influence on pillar strength), as it is related to the post-failure stiffness of the pillar, as measured in situ, and its interaction with overburden stiffness. When overburden stiffness is also brought into pillar system stability considerations, two issues emerge. The first is the width-to-depth (W/D) ratio of the panel and whether it is sub-critical or super-critical from a surface subsidence perspective. The second relates to a re-evaluation of pillar FoS based on whether the pillar is in an elastic or non-elastic (i.e., post-yield) state in its as-designed condition, as this is relevant to maintaining overburden stiffness at the highest possible level. The significance of the model is the potential to maximise both reserve recovery and mining efficiencies without any discernible increase in geotechnical risk, particularly in thick seams and higher depth of cover mining situations. At a time when mining economics are, at best, marginal, removing potentially unnecessary design conservatism is of interest to all mine operators and is an important topic for discussion amongst the geotechnical community. Keywords: Coal pillars, Stability, Overburden, Post-failure behaviour, Stability criteriahttp://www.sciencedirect.com/science/article/pii/S2095268616302051 |
| spellingShingle | Guy Reed Kent Mctyer Russell Frith An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden International Journal of Mining Science and Technology |
| title | An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden |
| title_full | An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden |
| title_fullStr | An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden |
| title_full_unstemmed | An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden |
| title_short | An assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden |
| title_sort | assessment of coal pillar system stability criteria based on a mechanistic evaluation of the interaction between coal pillars and the overburden |
| url | http://www.sciencedirect.com/science/article/pii/S2095268616302051 |
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