Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways
Abstract Compared with the traditional “dynamic‐static” load rockburst induced by working face mining, a new typical disaster with concealment characteristics has appeared in deep thick coal seam roadways, namely, static creep rockburst, the occurrence mechanism of which remains unclear. Through the...
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Format: | Article |
Language: | English |
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Wiley
2022-09-01
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Series: | Energy Science & Engineering |
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Online Access: | https://doi.org/10.1002/ese3.1224 |
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author | Ming Zhang Xuelong Hu Gaoming Zhao |
author_facet | Ming Zhang Xuelong Hu Gaoming Zhao |
author_sort | Ming Zhang |
collection | DOAJ |
description | Abstract Compared with the traditional “dynamic‐static” load rockburst induced by working face mining, a new typical disaster with concealment characteristics has appeared in deep thick coal seam roadways, namely, static creep rockburst, the occurrence mechanism of which remains unclear. Through the method of combining theory with practice, this paper elucidated the mechanical mechanism of static creep rockburst of deep thick coal seam roadways, along with the CT inversion of its rockburst risk. Next, by establishing the creep model and three‐dimensional creep formula under static conditions, it was observed that the main conditions for the unstable creep of deep thick coal seam roadway were high stress and thick coal seam. In addition, by analyzing the unstable creep failure process of surrounding rock in static roadways, it was found that the weakening of surrounding rock strength and stress relief were the reasons for starting rockburst and reducing impedance. The mechanical conditions of creep rockburst caused by stress superposition in weak areas of the roadway under static conditions were proposed, and the criterion of rockburst possibility was given. Finally, according to the characteristics of spontaneity and time delay of such a rockburst disaster, the static creep rockburst evaluation of thick coal seam roadway before mining was achieved by CT inversion, and the research conclusions were thoroughly verified. |
first_indexed | 2024-04-11T11:30:08Z |
format | Article |
id | doaj.art-4c7c0649e7aa4088a1ece0dbca9de1a6 |
institution | Directory Open Access Journal |
issn | 2050-0505 |
language | English |
last_indexed | 2024-04-11T11:30:08Z |
publishDate | 2022-09-01 |
publisher | Wiley |
record_format | Article |
series | Energy Science & Engineering |
spelling | doaj.art-4c7c0649e7aa4088a1ece0dbca9de1a62022-12-22T04:26:10ZengWileyEnergy Science & Engineering2050-05052022-09-011093371338310.1002/ese3.1224Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadwaysMing Zhang0Xuelong Hu1Gaoming Zhao2State Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines Anhui University of Science and Technology Huainan Anhui ChinaState Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines Anhui University of Science and Technology Huainan Anhui ChinaState Key Laboratory of Mining Response and Disaster Prevention and Control in Deep Coal Mines Anhui University of Science and Technology Huainan Anhui ChinaAbstract Compared with the traditional “dynamic‐static” load rockburst induced by working face mining, a new typical disaster with concealment characteristics has appeared in deep thick coal seam roadways, namely, static creep rockburst, the occurrence mechanism of which remains unclear. Through the method of combining theory with practice, this paper elucidated the mechanical mechanism of static creep rockburst of deep thick coal seam roadways, along with the CT inversion of its rockburst risk. Next, by establishing the creep model and three‐dimensional creep formula under static conditions, it was observed that the main conditions for the unstable creep of deep thick coal seam roadway were high stress and thick coal seam. In addition, by analyzing the unstable creep failure process of surrounding rock in static roadways, it was found that the weakening of surrounding rock strength and stress relief were the reasons for starting rockburst and reducing impedance. The mechanical conditions of creep rockburst caused by stress superposition in weak areas of the roadway under static conditions were proposed, and the criterion of rockburst possibility was given. Finally, according to the characteristics of spontaneity and time delay of such a rockburst disaster, the static creep rockburst evaluation of thick coal seam roadway before mining was achieved by CT inversion, and the research conclusions were thoroughly verified.https://doi.org/10.1002/ese3.1224CT inversiondeep miningmechanical criterionstatic creep rockburstthick coal seam |
spellingShingle | Ming Zhang Xuelong Hu Gaoming Zhao Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways Energy Science & Engineering CT inversion deep mining mechanical criterion static creep rockburst thick coal seam |
title | Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways |
title_full | Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways |
title_fullStr | Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways |
title_full_unstemmed | Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways |
title_short | Static creep rockburst mechanism and CT inversion verification of deep thick coal seam roadways |
title_sort | static creep rockburst mechanism and ct inversion verification of deep thick coal seam roadways |
topic | CT inversion deep mining mechanical criterion static creep rockburst thick coal seam |
url | https://doi.org/10.1002/ese3.1224 |
work_keys_str_mv | AT mingzhang staticcreeprockburstmechanismandctinversionverificationofdeepthickcoalseamroadways AT xuelonghu staticcreeprockburstmechanismandctinversionverificationofdeepthickcoalseamroadways AT gaomingzhao staticcreeprockburstmechanismandctinversionverificationofdeepthickcoalseamroadways |