Controlled Roof Collapse during Secondary Mining in Coal Mines

The problem considered is an investigation of the possible collapse of the roof between the pillar next to be mined in secondary coal mining and the first line of pillar remnants called snooks. The roof rock between the pillar, which is the working face, and the snook is modelled as an Euler-Bernoul...

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Main Author: Ashleigh Hutchinson
Format: Article
Language:English
Published: Wiley 2012-01-01
Series:International Journal of Differential Equations
Online Access:http://dx.doi.org/10.1155/2012/806078
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author Ashleigh Hutchinson
author_facet Ashleigh Hutchinson
author_sort Ashleigh Hutchinson
collection DOAJ
description The problem considered is an investigation of the possible collapse of the roof between the pillar next to be mined in secondary coal mining and the first line of pillar remnants called snooks. The roof rock between the pillar, which is the working face, and the snook is modelled as an Euler-Bernoulli beam acted on at each end by a horizontal force and by its weight per unit length. The beam is clamped at the pillar and simply supported (hinged) at the snook. The dimensionless differential equation for the beam and the boundary conditions depend on one dimensionless number 𝐵. We consider the range of values of 𝐵 before the displacement and curvature first become singular at 𝐵=𝐵1. The model predicts that for all practical purposes, the beam will break at the clamped end at the pillar. The failure of the beam for values of 𝐵 greater than 𝐵1 is investigated computationally.
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publishDate 2012-01-01
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series International Journal of Differential Equations
spelling doaj-art-438a9bb88e07480fa89c6e232d4b5a792025-02-03T06:11:04ZengWileyInternational Journal of Differential Equations1687-96431687-96512012-01-01201210.1155/2012/806078806078Controlled Roof Collapse during Secondary Mining in Coal MinesAshleigh Hutchinson0School of Computational and Applied Mathematics, University of the Witwatersrand, Johannesburg, Private Bag 3, Wits 2050, South AfricaThe problem considered is an investigation of the possible collapse of the roof between the pillar next to be mined in secondary coal mining and the first line of pillar remnants called snooks. The roof rock between the pillar, which is the working face, and the snook is modelled as an Euler-Bernoulli beam acted on at each end by a horizontal force and by its weight per unit length. The beam is clamped at the pillar and simply supported (hinged) at the snook. The dimensionless differential equation for the beam and the boundary conditions depend on one dimensionless number 𝐵. We consider the range of values of 𝐵 before the displacement and curvature first become singular at 𝐵=𝐵1. The model predicts that for all practical purposes, the beam will break at the clamped end at the pillar. The failure of the beam for values of 𝐵 greater than 𝐵1 is investigated computationally.http://dx.doi.org/10.1155/2012/806078
spellingShingle Ashleigh Hutchinson
Controlled Roof Collapse during Secondary Mining in Coal Mines
International Journal of Differential Equations
title Controlled Roof Collapse during Secondary Mining in Coal Mines
title_full Controlled Roof Collapse during Secondary Mining in Coal Mines
title_fullStr Controlled Roof Collapse during Secondary Mining in Coal Mines
title_full_unstemmed Controlled Roof Collapse during Secondary Mining in Coal Mines
title_short Controlled Roof Collapse during Secondary Mining in Coal Mines
title_sort controlled roof collapse during secondary mining in coal mines
url http://dx.doi.org/10.1155/2012/806078
work_keys_str_mv AT ashleighhutchinson controlledroofcollapseduringsecondaryminingincoalmines