Numerical modeling for a simulated rockburst experiment using LS-DYNA
Ground support systems are commonly used to mitigate the potential consequences of rockburst in burst prone mines. To assess the capacity of ground support systems when subjected to dynamic loading, simulated rockburst tests using blasting were conducted at the Kiruna Mine. In this study, a numerica...
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ftdoajarticles:oai:doaj.org/article:2e493ed8ffd04e42b2b26824e81c5658 2023-10-01T03:57:11+02:00 Numerical modeling for a simulated rockburst experiment using LS-DYNA C.P. Yi E. Nordlund P. Zhang S. Warema S. Shirzadegan 2021-04-01T00:00:00Z https://doi.org/10.1016/j.undsp.2019.11.002 https://doaj.org/article/2e493ed8ffd04e42b2b26824e81c5658 EN eng KeAi Communications Co., Ltd. http://www.sciencedirect.com/science/article/pii/S2467967418301594 https://doaj.org/toc/2467-9674 2467-9674 doi:10.1016/j.undsp.2019.11.002 https://doaj.org/article/2e493ed8ffd04e42b2b26824e81c5658 Underground Space, Vol 6, Iss 2, Pp 153-162 (2021) Simulated rockburst experiments Ground support systems Numerical modeling Engineering geology. Rock mechanics. Soil mechanics. Underground construction TA703-712 article 2021 ftdoajarticles https://doi.org/10.1016/j.undsp.2019.11.002 2023-09-03T00:45:22Z Ground support systems are commonly used to mitigate the potential consequences of rockburst in burst prone mines. To assess the capacity of ground support systems when subjected to dynamic loading, simulated rockburst tests using blasting were conducted at the Kiruna Mine. In this study, a numerical simulation for one of the field tests was conducted using the LS-DYNA code to investigate the dynamic response of the ground support systems including shotcrete and rockbolts. The numerical results showed a similar particle vibration pattern and a crack pattern to those of the field measurements. The effects of the detonator position and the charge configuration on the dynamic response of ground support systems are also discussed. Numerical results indicated that the peak particle vibrations on the tested panel increase along the direction of detonation propagation. It is difficult to use different charge concentrations in one borehole to investigate the effect of different dynamic loads on the dynamic response of support systems. Numerical results also indicated that 2D numerical modeling for simulated rockburst experiments could overestimate the dynamic response of ground support systems. Article in Journal/Newspaper Kiruna Directory of Open Access Journals: DOAJ Articles Kiruna Underground Space 6 2 153 162 |
institution |
Open Polar |
collection |
Directory of Open Access Journals: DOAJ Articles |
op_collection_id |
ftdoajarticles |
language |
English |
topic |
Simulated rockburst experiments Ground support systems Numerical modeling Engineering geology. Rock mechanics. Soil mechanics. Underground construction TA703-712 |
spellingShingle |
Simulated rockburst experiments Ground support systems Numerical modeling Engineering geology. Rock mechanics. Soil mechanics. Underground construction TA703-712 C.P. Yi E. Nordlund P. Zhang S. Warema S. Shirzadegan Numerical modeling for a simulated rockburst experiment using LS-DYNA |
topic_facet |
Simulated rockburst experiments Ground support systems Numerical modeling Engineering geology. Rock mechanics. Soil mechanics. Underground construction TA703-712 |
description |
Ground support systems are commonly used to mitigate the potential consequences of rockburst in burst prone mines. To assess the capacity of ground support systems when subjected to dynamic loading, simulated rockburst tests using blasting were conducted at the Kiruna Mine. In this study, a numerical simulation for one of the field tests was conducted using the LS-DYNA code to investigate the dynamic response of the ground support systems including shotcrete and rockbolts. The numerical results showed a similar particle vibration pattern and a crack pattern to those of the field measurements. The effects of the detonator position and the charge configuration on the dynamic response of ground support systems are also discussed. Numerical results indicated that the peak particle vibrations on the tested panel increase along the direction of detonation propagation. It is difficult to use different charge concentrations in one borehole to investigate the effect of different dynamic loads on the dynamic response of support systems. Numerical results also indicated that 2D numerical modeling for simulated rockburst experiments could overestimate the dynamic response of ground support systems. |
format |
Article in Journal/Newspaper |
author |
C.P. Yi E. Nordlund P. Zhang S. Warema S. Shirzadegan |
author_facet |
C.P. Yi E. Nordlund P. Zhang S. Warema S. Shirzadegan |
author_sort |
C.P. Yi |
title |
Numerical modeling for a simulated rockburst experiment using LS-DYNA |
title_short |
Numerical modeling for a simulated rockburst experiment using LS-DYNA |
title_full |
Numerical modeling for a simulated rockburst experiment using LS-DYNA |
title_fullStr |
Numerical modeling for a simulated rockburst experiment using LS-DYNA |
title_full_unstemmed |
Numerical modeling for a simulated rockburst experiment using LS-DYNA |
title_sort |
numerical modeling for a simulated rockburst experiment using ls-dyna |
publisher |
KeAi Communications Co., Ltd. |
publishDate |
2021 |
url |
https://doi.org/10.1016/j.undsp.2019.11.002 https://doaj.org/article/2e493ed8ffd04e42b2b26824e81c5658 |
geographic |
Kiruna |
geographic_facet |
Kiruna |
genre |
Kiruna |
genre_facet |
Kiruna |
op_source |
Underground Space, Vol 6, Iss 2, Pp 153-162 (2021) |
op_relation |
http://www.sciencedirect.com/science/article/pii/S2467967418301594 https://doaj.org/toc/2467-9674 2467-9674 doi:10.1016/j.undsp.2019.11.002 https://doaj.org/article/2e493ed8ffd04e42b2b26824e81c5658 |
op_doi |
https://doi.org/10.1016/j.undsp.2019.11.002 |
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Underground Space |
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6 |
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2 |
container_start_page |
153 |
op_container_end_page |
162 |
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1778528224337199104 |