A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock
Obtaining the bursting liability is essential for rock burst mitigation. To reasonably evaluate the bursting liability of coal in deep coal mining, a new modified bursting energy index considering rebound and damage effects of rock is proposed. Then, uniaxial compressive tests of gypsum–rock combina...
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doaj-503c56b6137f4c2585e8483ed941ad4d2021-01-04T18:02:34ZengTaylor & Francis GroupGeomatics, Natural Hazards & Risk1947-57051947-57132020-01-0111198499910.1080/19475705.2020.17609451760945A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rockDong-Xiao Zhang0Wei-Yao Guo1Chuan-Wei Zang2Xu-Fei Gong3Zhan-Hai Li4Yue Qiu5Wen-guo Chen6College of Energy and Mining Engineering, Shandong University of Science and TechnologyCollege of Energy and Mining Engineering, Shandong University of Science and TechnologyCollege of Energy and Mining Engineering, Shandong University of Science and TechnologyCollege of Energy and Mining Engineering, Shandong University of Science and TechnologyCollege of Energy and Mining Engineering, Shandong University of Science and TechnologyCollege of Energy and Mining Engineering, Shandong University of Science and TechnologyBeijing Anke Technology Co., LtdObtaining the bursting liability is essential for rock burst mitigation. To reasonably evaluate the bursting liability of coal in deep coal mining, a new modified bursting energy index considering rebound and damage effects of rock is proposed. Then, uniaxial compressive tests of gypsum–rock combination specimens with different rock types are conducted for researching the energy evolution and bursting liability. Third, the traditional bursting energy index KE and modified bursting energy index KED are compared. At last, the reasonability of KED is verified through PFC2D simulation. Results show: (1) When evaluating the bursting liability of coal–rock combination, the rebound and damage effects of rock must be considered. (2) The uniaxial compressive strength of gypsum–rock combination specimen nonlinearly increases with increasing rock strength, but the dynamic failure duration exponentially decreases. (3) KE and KED all increase linearly when the rock strength increases. (4) The slope of fitting curve of KED is smaller than that of KE, indicating that the bursting liability calculated by KE is strengthened. (5) PFC2D simulation shows that KED decreases with increasing number of drilling hole in the coal component. When using KED to evaluate the bursting liability of coal–rock combination, it is more reasonable and applicable.http://dx.doi.org/10.1080/19475705.2020.1760945rock burstcoal–rock combinationbursting liabilityindexenergy |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Dong-Xiao Zhang Wei-Yao Guo Chuan-Wei Zang Xu-Fei Gong Zhan-Hai Li Yue Qiu Wen-guo Chen |
spellingShingle |
Dong-Xiao Zhang Wei-Yao Guo Chuan-Wei Zang Xu-Fei Gong Zhan-Hai Li Yue Qiu Wen-guo Chen A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock Geomatics, Natural Hazards & Risk rock burst coal–rock combination bursting liability index energy |
author_facet |
Dong-Xiao Zhang Wei-Yao Guo Chuan-Wei Zang Xu-Fei Gong Zhan-Hai Li Yue Qiu Wen-guo Chen |
author_sort |
Dong-Xiao Zhang |
title |
A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock |
title_short |
A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock |
title_full |
A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock |
title_fullStr |
A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock |
title_full_unstemmed |
A new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock |
title_sort |
new burst evaluation index of coal–rock combination specimen considering rebound and damage effects of rock |
publisher |
Taylor & Francis Group |
series |
Geomatics, Natural Hazards & Risk |
issn |
1947-5705 1947-5713 |
publishDate |
2020-01-01 |
description |
Obtaining the bursting liability is essential for rock burst mitigation. To reasonably evaluate the bursting liability of coal in deep coal mining, a new modified bursting energy index considering rebound and damage effects of rock is proposed. Then, uniaxial compressive tests of gypsum–rock combination specimens with different rock types are conducted for researching the energy evolution and bursting liability. Third, the traditional bursting energy index KE and modified bursting energy index KED are compared. At last, the reasonability of KED is verified through PFC2D simulation. Results show: (1) When evaluating the bursting liability of coal–rock combination, the rebound and damage effects of rock must be considered. (2) The uniaxial compressive strength of gypsum–rock combination specimen nonlinearly increases with increasing rock strength, but the dynamic failure duration exponentially decreases. (3) KE and KED all increase linearly when the rock strength increases. (4) The slope of fitting curve of KED is smaller than that of KE, indicating that the bursting liability calculated by KE is strengthened. (5) PFC2D simulation shows that KED decreases with increasing number of drilling hole in the coal component. When using KED to evaluate the bursting liability of coal–rock combination, it is more reasonable and applicable. |
topic |
rock burst coal–rock combination bursting liability index energy |
url |
http://dx.doi.org/10.1080/19475705.2020.1760945 |
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