Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method
The stability of a deep composite roof is a powerful guarantee for the safe and efficient production of a coal mine. The coal–rock combination, the single rock or coal bodies have different bearing capacity; thus, we can accurately obtain the deformation field evolution and failure mechanisms of the...
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MDPI AG
2019-06-01
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| Series: | Energies |
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| Online Access: | https://www.mdpi.com/1996-1073/12/13/2511 |
| _version_ | 1828137703089111040 |
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| author | Zhengzheng Xie Nong Zhang Fanfei Meng Changliang Han Yanpei An Ruojun Zhu |
| author_facet | Zhengzheng Xie Nong Zhang Fanfei Meng Changliang Han Yanpei An Ruojun Zhu |
| author_sort | Zhengzheng Xie |
| collection | DOAJ |
| description | The stability of a deep composite roof is a powerful guarantee for the safe and efficient production of a coal mine. The coal–rock combination, the single rock or coal bodies have different bearing capacity; thus, we can accurately obtain the deformation field evolution and failure mechanisms of the combination, which is useful in the deformation control of a composite roof. In this study, based on the digital speckle correlation method (DSCM), a uniaxial compression test was applied to coal–rock combinations with different height ratios. The results revealed that the compressive strength, elastic modulus, and secant modulus of the combination gradually decreased, while the decreasing amplitude weakened with the increase of coal height. Additionally, the strain field map of the combination had different characteristics in different stages. As the height of the coal body continuously increased, the gradient of the strain cloud and the area of local strain increase moved upwards. Moreover, the cracks caused by the failure of the coal body in the combination triggered the failure of the rock body. According to the test results, two principles are proposed for the deformation control of the composite roof, and are expected to be useful in applications for the similar geological conditions. |
| first_indexed | 2024-04-11T18:22:58Z |
| format | Article |
| id | doaj.art-38736866cb2d4a16997a740587377522 |
| institution | Directory Open Access Journal |
| issn | 1996-1073 |
| language | English |
| last_indexed | 2024-04-11T18:22:58Z |
| publishDate | 2019-06-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Energies |
| spelling | doaj.art-38736866cb2d4a16997a7405873775222022-12-22T04:09:42ZengMDPI AGEnergies1996-10732019-06-011213251110.3390/en12132511en12132511Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation MethodZhengzheng Xie0Nong Zhang1Fanfei Meng2Changliang Han3Yanpei An4Ruojun Zhu5Key Laboratory of Deep Coal Resource Mining, Ministry of Education of China, School of Mines, China University of Mining and Technology, Xuzhou 221116, ChinaKey Laboratory of Deep Coal Resource Mining, Ministry of Education of China, School of Mines, China University of Mining and Technology, Xuzhou 221116, ChinaDepartment of Earth Resources Engineering, Faculty of Engineering, Kyushu University, Fukuoka 819-0395, JapanKey Laboratory of Deep Coal Resource Mining, Ministry of Education of China, School of Mines, China University of Mining and Technology, Xuzhou 221116, ChinaKey Laboratory of Deep Coal Resource Mining, Ministry of Education of China, School of Mines, China University of Mining and Technology, Xuzhou 221116, ChinaZhongtian Hechuang Energy Co., Ltd., Ordos 017020, ChinaThe stability of a deep composite roof is a powerful guarantee for the safe and efficient production of a coal mine. The coal–rock combination, the single rock or coal bodies have different bearing capacity; thus, we can accurately obtain the deformation field evolution and failure mechanisms of the combination, which is useful in the deformation control of a composite roof. In this study, based on the digital speckle correlation method (DSCM), a uniaxial compression test was applied to coal–rock combinations with different height ratios. The results revealed that the compressive strength, elastic modulus, and secant modulus of the combination gradually decreased, while the decreasing amplitude weakened with the increase of coal height. Additionally, the strain field map of the combination had different characteristics in different stages. As the height of the coal body continuously increased, the gradient of the strain cloud and the area of local strain increase moved upwards. Moreover, the cracks caused by the failure of the coal body in the combination triggered the failure of the rock body. According to the test results, two principles are proposed for the deformation control of the composite roof, and are expected to be useful in applications for the similar geological conditions.https://www.mdpi.com/1996-1073/12/13/2511coal–-rock combinationdigital speckle correlation method (DSCM)deformation fieldfailure mechanismroof |
| spellingShingle | Zhengzheng Xie Nong Zhang Fanfei Meng Changliang Han Yanpei An Ruojun Zhu Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method Energies coal–-rock combination digital speckle correlation method (DSCM) deformation field failure mechanism roof |
| title | Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method |
| title_full | Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method |
| title_fullStr | Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method |
| title_full_unstemmed | Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method |
| title_short | Deformation Field Evolution and Failure Mechanisms of Coal–Rock Combination Based on the Digital Speckle Correlation Method |
| title_sort | deformation field evolution and failure mechanisms of coal rock combination based on the digital speckle correlation method |
| topic | coal–-rock combination digital speckle correlation method (DSCM) deformation field failure mechanism roof |
| url | https://www.mdpi.com/1996-1073/12/13/2511 |
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