Critical Height of Unfilled Zone in Underlying Gob Piles
To address problems associated with mining above gob piles in the Chinese midwest mining area, a mechanic model for a coal pillar was established based on the displacement variation method. Additionally, the effect of critical unfilled zone height in the underlying gob (UZHUG) on the coal pillar was...
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| Main Authors: | , , , , |
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| Format: | Article |
| Language: | English |
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Wiley
2021-01-01
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| Series: | Shock and Vibration |
| Online Access: | http://dx.doi.org/10.1155/2021/6634295 |
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| _version_ | 1849304804278403072 |
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| author | Xiaoyong Yi Weibing Zhu Shan Ning Laolao Wang Zeqiang Luo |
| author_facet | Xiaoyong Yi Weibing Zhu Shan Ning Laolao Wang Zeqiang Luo |
| author_sort | Xiaoyong Yi |
| collection | DOAJ |
| description | To address problems associated with mining above gob piles in the Chinese midwest mining area, a mechanic model for a coal pillar was established based on the displacement variation method. Additionally, the effect of critical unfilled zone height in the underlying gob (UZHUG) on the coal pillar was investigated through a 3DEC numerical simulation; fieldwork was conducted with a borehole televiewer to measure the UZHUG in the Yuanbaowan Coal Mine. The results indicated that the shear stress value and distribution layout in the coal pillar were affected by the UZHUG. The larger the UZHUG, the greater the shear stress and the wider the distribution scope, moving from two sides to the middle zone. Moreover, the larger the UZHUG, the smaller the maximum bearing capacity of the coal pillar, and subsequently, the greater the horizontal deformation of the coal pillar and roof convergence. The critical UZHUG is 2 m considering coal pillar deformation and stress transfer characteristics. Field measurements have confirmed that the UZHUG of 2 m ensured safe mining in the No. 6 coal seam. However, a second round of filling is needed when achieving a UZHUG of 4.4 m. This study serves as a reference for safe mining above gob piles. |
| format | Article |
| id | doaj-art-3c8707d3b3654ee8b9bc8a820e97e1b4 |
| institution | Kabale University |
| issn | 1070-9622 1875-9203 |
| language | English |
| publishDate | 2021-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Shock and Vibration |
| spelling | doaj-art-3c8707d3b3654ee8b9bc8a820e97e1b42025-08-20T03:55:37ZengWileyShock and Vibration1070-96221875-92032021-01-01202110.1155/2021/66342956634295Critical Height of Unfilled Zone in Underlying Gob PilesXiaoyong Yi0Weibing Zhu1Shan Ning2Laolao Wang3Zeqiang Luo4State Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, ChinaState Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, ChinaState Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, ChinaState Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, ChinaState Key Laboratory of Coal Resource and Safe Mining, China University of Mining and Technology, Xuzhou, 221116, Jiangsu, ChinaTo address problems associated with mining above gob piles in the Chinese midwest mining area, a mechanic model for a coal pillar was established based on the displacement variation method. Additionally, the effect of critical unfilled zone height in the underlying gob (UZHUG) on the coal pillar was investigated through a 3DEC numerical simulation; fieldwork was conducted with a borehole televiewer to measure the UZHUG in the Yuanbaowan Coal Mine. The results indicated that the shear stress value and distribution layout in the coal pillar were affected by the UZHUG. The larger the UZHUG, the greater the shear stress and the wider the distribution scope, moving from two sides to the middle zone. Moreover, the larger the UZHUG, the smaller the maximum bearing capacity of the coal pillar, and subsequently, the greater the horizontal deformation of the coal pillar and roof convergence. The critical UZHUG is 2 m considering coal pillar deformation and stress transfer characteristics. Field measurements have confirmed that the UZHUG of 2 m ensured safe mining in the No. 6 coal seam. However, a second round of filling is needed when achieving a UZHUG of 4.4 m. This study serves as a reference for safe mining above gob piles.http://dx.doi.org/10.1155/2021/6634295 |
| spellingShingle | Xiaoyong Yi Weibing Zhu Shan Ning Laolao Wang Zeqiang Luo Critical Height of Unfilled Zone in Underlying Gob Piles Shock and Vibration |
| title | Critical Height of Unfilled Zone in Underlying Gob Piles |
| title_full | Critical Height of Unfilled Zone in Underlying Gob Piles |
| title_fullStr | Critical Height of Unfilled Zone in Underlying Gob Piles |
| title_full_unstemmed | Critical Height of Unfilled Zone in Underlying Gob Piles |
| title_short | Critical Height of Unfilled Zone in Underlying Gob Piles |
| title_sort | critical height of unfilled zone in underlying gob piles |
| url | http://dx.doi.org/10.1155/2021/6634295 |
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