A Parametric Study of Blast Damage on Hard Rock Pillar Strength

Pillar stability is an important factor for safe working and from an economic standpoint in underground mines. This paper discusses the effect of blast damage on the strength of hard rock pillars using numerical models through a parametric study. The results indicate that blast damage has a signific...

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Main Authors: Kashi Vishwanath Jessu, Anthony J. S. Spearing, Mostafa Sharifzadeh
Format: Article
Language:English
Published: MDPI AG 2018-07-01
Series:Energies
Subjects:
Online Access:http://www.mdpi.com/1996-1073/11/7/1901
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author Kashi Vishwanath Jessu
Anthony J. S. Spearing
Mostafa Sharifzadeh
author_facet Kashi Vishwanath Jessu
Anthony J. S. Spearing
Mostafa Sharifzadeh
author_sort Kashi Vishwanath Jessu
collection DOAJ
description Pillar stability is an important factor for safe working and from an economic standpoint in underground mines. This paper discusses the effect of blast damage on the strength of hard rock pillars using numerical models through a parametric study. The results indicate that blast damage has a significant impact on the strength of pillars with larger width-to-height (W/H) ratios. The blast damage causes softening of the rock at the pillar boundaries leading to the yielding of the pillars in brittle fashion beyond the blast damage zones. The models show that the decrease in pillar strength as a consequence of blasting is inversely correlated with increasing pillar height at a constant W/H ratio. Inclined pillars are less susceptible to blast damage, and the damage on the inclined sides has a greater impact on pillar strength than on the normal sides. A methodology to analyze the blast damage on hard rock pillars using FLAC3D is presented herein.
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spelling doaj.art-ff6ae5a0e09d41aa9632bf7b5d89deff2022-12-22T01:58:12ZengMDPI AGEnergies1996-10732018-07-01117190110.3390/en11071901en11071901A Parametric Study of Blast Damage on Hard Rock Pillar StrengthKashi Vishwanath Jessu0Anthony J. S. Spearing1Mostafa Sharifzadeh2Western Australian School of Mines, Curtin University, Kalgoorlie, WA 6430, AustraliaWestern Australian School of Mines, Curtin University, Kalgoorlie, WA 6430, AustraliaWestern Australian School of Mines, Curtin University, Kalgoorlie, WA 6430, AustraliaPillar stability is an important factor for safe working and from an economic standpoint in underground mines. This paper discusses the effect of blast damage on the strength of hard rock pillars using numerical models through a parametric study. The results indicate that blast damage has a significant impact on the strength of pillars with larger width-to-height (W/H) ratios. The blast damage causes softening of the rock at the pillar boundaries leading to the yielding of the pillars in brittle fashion beyond the blast damage zones. The models show that the decrease in pillar strength as a consequence of blasting is inversely correlated with increasing pillar height at a constant W/H ratio. Inclined pillars are less susceptible to blast damage, and the damage on the inclined sides has a greater impact on pillar strength than on the normal sides. A methodology to analyze the blast damage on hard rock pillars using FLAC3D is presented herein.http://www.mdpi.com/1996-1073/11/7/1901blast damagedamage factorhard rock pillarsnumerical modeling
spellingShingle Kashi Vishwanath Jessu
Anthony J. S. Spearing
Mostafa Sharifzadeh
A Parametric Study of Blast Damage on Hard Rock Pillar Strength
Energies
blast damage
damage factor
hard rock pillars
numerical modeling
title A Parametric Study of Blast Damage on Hard Rock Pillar Strength
title_full A Parametric Study of Blast Damage on Hard Rock Pillar Strength
title_fullStr A Parametric Study of Blast Damage on Hard Rock Pillar Strength
title_full_unstemmed A Parametric Study of Blast Damage on Hard Rock Pillar Strength
title_short A Parametric Study of Blast Damage on Hard Rock Pillar Strength
title_sort parametric study of blast damage on hard rock pillar strength
topic blast damage
damage factor
hard rock pillars
numerical modeling
url http://www.mdpi.com/1996-1073/11/7/1901
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