Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate
The surrounding rock deformation in the underground mining roadway increases rapidly during excavation and mining disturbance. The semirock and coal roadway, which is formed by the rock and coal composite system, will show different mechanical properties. Therefore, loading rate and anchoring or not...
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| Format: | Article |
| Language: | English |
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Wiley
2018-01-01
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| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2018/2482903 |
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| _version_ | 1832564489221832704 |
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| author | Genshui Wu Weijian Yu Ze Liu Zhu Tang |
| author_facet | Genshui Wu Weijian Yu Ze Liu Zhu Tang |
| author_sort | Genshui Wu |
| collection | DOAJ |
| description | The surrounding rock deformation in the underground mining roadway increases rapidly during excavation and mining disturbance. The semirock and coal roadway, which is formed by the rock and coal composite system, will show different mechanical properties. Therefore, loading rate and anchoring or not are critical to grasp the stability law of the rock-coal combination system under different conditions. The uniaxial mechanical test under the constant loading rate and combined loading rate is carried out in the static loading range (0.01∼10 mm·min−1) of the rock-loose coal composite specimen (RCCS). The test results show that the rock and loose coal composite specimen without bolt (RCB(0) specimen) are abnormal, and the uniaxial compressive strength (UCS) and residual strength (RS) of the specimen do not increase but decrease with the increase of loading rate. In contrast, the UCS of the rock-loose coal composite specimen with the bolt (RCB(1∼2) specimen) is consistent with that of the ordinary hard and brittle rock, which increases with the increase of loading rate. To a certain extent, the initial damage and the development of microcracks in loose coal bodies are limited by bolts. Finally, the deformation mechanism and constitutive equation of the rock-loose coal composite system are discussed. |
| format | Article |
| id | doaj-art-96115c1b70234b83b8e98c62b45691a3 |
| institution | Kabale University |
| issn | 1687-8086 1687-8094 |
| language | English |
| publishDate | 2018-01-01 |
| publisher | Wiley |
| record_format | Article |
| series | Advances in Civil Engineering |
| spelling | doaj-art-96115c1b70234b83b8e98c62b45691a32025-02-03T01:10:54ZengWileyAdvances in Civil Engineering1687-80861687-80942018-01-01201810.1155/2018/24829032482903Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading RateGenshui Wu0Weijian Yu1Ze Liu2Zhu Tang3School of Resource & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, ChinaSchool of Resource & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, ChinaSchool of Resource & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, ChinaSchool of Resource & Environment and Safety Engineering, Hunan University of Science and Technology, Xiangtan, Hunan 411201, ChinaThe surrounding rock deformation in the underground mining roadway increases rapidly during excavation and mining disturbance. The semirock and coal roadway, which is formed by the rock and coal composite system, will show different mechanical properties. Therefore, loading rate and anchoring or not are critical to grasp the stability law of the rock-coal combination system under different conditions. The uniaxial mechanical test under the constant loading rate and combined loading rate is carried out in the static loading range (0.01∼10 mm·min−1) of the rock-loose coal composite specimen (RCCS). The test results show that the rock and loose coal composite specimen without bolt (RCB(0) specimen) are abnormal, and the uniaxial compressive strength (UCS) and residual strength (RS) of the specimen do not increase but decrease with the increase of loading rate. In contrast, the UCS of the rock-loose coal composite specimen with the bolt (RCB(1∼2) specimen) is consistent with that of the ordinary hard and brittle rock, which increases with the increase of loading rate. To a certain extent, the initial damage and the development of microcracks in loose coal bodies are limited by bolts. Finally, the deformation mechanism and constitutive equation of the rock-loose coal composite system are discussed.http://dx.doi.org/10.1155/2018/2482903 |
| spellingShingle | Genshui Wu Weijian Yu Ze Liu Zhu Tang Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate Advances in Civil Engineering |
| title | Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate |
| title_full | Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate |
| title_fullStr | Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate |
| title_full_unstemmed | Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate |
| title_short | Failure Law and Mechanism of the Rock-Loose Coal Composite Specimen under Combined Loading Rate |
| title_sort | failure law and mechanism of the rock loose coal composite specimen under combined loading rate |
| url | http://dx.doi.org/10.1155/2018/2482903 |
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