Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole
Layered rock masses with holes are common in nature. Their mechanical behavior plays an important role in the safety and stability of engineering structures. However, previous studies have concentrated on a single lithological layer, and few studies have reported on the mechanical behavior of layere...
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| Format: | Article |
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MDPI AG
2021-06-01
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| Series: | Symmetry |
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| Online Access: | https://www.mdpi.com/2073-8994/13/7/1132 |
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| author | Guozhu Wang Yu Wang Lei Song Hao Shi Mingwei Zhang Guotao Yuan Qiangguo Xu Guangda Xu Weiqian Zhang Jianjun Gao |
| author_facet | Guozhu Wang Yu Wang Lei Song Hao Shi Mingwei Zhang Guotao Yuan Qiangguo Xu Guangda Xu Weiqian Zhang Jianjun Gao |
| author_sort | Guozhu Wang |
| collection | DOAJ |
| description | Layered rock masses with holes are common in nature. Their mechanical behavior plays an important role in the safety and stability of engineering structures. However, previous studies have concentrated on a single lithological layer, and few studies have reported on the mechanical behavior of layered rock masses with holes. Based on the concept of symmetry, uniaxial compression tests and numerical simulations were performed on rock-like specimens with three layers and a hole in the interlayer. The hole was in the center of the sample and was symmetrical up and down. The influence of the thickness and strength of the interlayer on the mechanical behavior and failure processes of the layered rock masses with holes was investigated. The results show that the peak strength and elastic modulus were associated with the thickness and strength of the interlayer. Three failure modes were observed in the specimens, which were not only related to the thickness and strength of the interlayer, but also affected by the presence of the hole. When the thickness of the interlayer is small, mainly a single failure mode was observed (tensile failure or shear failure). However, when the interlayer was thick, the failure mode was tension-shear mixed failure. The failure mechanism of the specimens was primarily crack propagation at the edge of the hole. These research results can provide a basis for site selection, and the design of surrounding rock protection and support parameters, and thus have important practical significance for improving surrounding rock stability and ensuring construction safety. |
| first_indexed | 2024-03-10T10:04:51Z |
| format | Article |
| id | doaj.art-ab79bb6afeee4b93840ce5694da203aa |
| institution | Directory Open Access Journal |
| issn | 2073-8994 |
| language | English |
| last_indexed | 2024-03-10T10:04:51Z |
| publishDate | 2021-06-01 |
| publisher | MDPI AG |
| record_format | Article |
| series | Symmetry |
| spelling | doaj.art-ab79bb6afeee4b93840ce5694da203aa2023-11-22T01:38:43ZengMDPI AGSymmetry2073-89942021-06-01137113210.3390/sym13071132Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single HoleGuozhu Wang0Yu Wang1Lei Song2Hao Shi3Mingwei Zhang4Guotao Yuan5Qiangguo Xu6Guangda Xu7Weiqian Zhang8Jianjun Gao9State Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaState Key Laboratory for Geomechanics & Deep Underground Engineering, China University of Mining and Technology, Xuzhou 221116, ChinaZhaolou Coal Mine, Yanmei Heze Energy and Chemical Company Ltd., Heze 274705, ChinaZhaolou Coal Mine, Yanmei Heze Energy and Chemical Company Ltd., Heze 274705, ChinaZhaolou Coal Mine, Yanmei Heze Energy and Chemical Company Ltd., Heze 274705, ChinaZhaolou Coal Mine, Yanmei Heze Energy and Chemical Company Ltd., Heze 274705, ChinaLayered rock masses with holes are common in nature. Their mechanical behavior plays an important role in the safety and stability of engineering structures. However, previous studies have concentrated on a single lithological layer, and few studies have reported on the mechanical behavior of layered rock masses with holes. Based on the concept of symmetry, uniaxial compression tests and numerical simulations were performed on rock-like specimens with three layers and a hole in the interlayer. The hole was in the center of the sample and was symmetrical up and down. The influence of the thickness and strength of the interlayer on the mechanical behavior and failure processes of the layered rock masses with holes was investigated. The results show that the peak strength and elastic modulus were associated with the thickness and strength of the interlayer. Three failure modes were observed in the specimens, which were not only related to the thickness and strength of the interlayer, but also affected by the presence of the hole. When the thickness of the interlayer is small, mainly a single failure mode was observed (tensile failure or shear failure). However, when the interlayer was thick, the failure mode was tension-shear mixed failure. The failure mechanism of the specimens was primarily crack propagation at the edge of the hole. These research results can provide a basis for site selection, and the design of surrounding rock protection and support parameters, and thus have important practical significance for improving surrounding rock stability and ensuring construction safety.https://www.mdpi.com/2073-8994/13/7/1132layered composite rock-like samplesingle holeuniaxial compressionstrength and failure characteristicsparticle flow simulation |
| spellingShingle | Guozhu Wang Yu Wang Lei Song Hao Shi Mingwei Zhang Guotao Yuan Qiangguo Xu Guangda Xu Weiqian Zhang Jianjun Gao Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole Symmetry layered composite rock-like sample single hole uniaxial compression strength and failure characteristics particle flow simulation |
| title | Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole |
| title_full | Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole |
| title_fullStr | Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole |
| title_full_unstemmed | Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole |
| title_short | Particle Flow Simulation of the Strength and Failure Characteristics of a Layered Composite Rock-Like Sample with a Single Hole |
| title_sort | particle flow simulation of the strength and failure characteristics of a layered composite rock like sample with a single hole |
| topic | layered composite rock-like sample single hole uniaxial compression strength and failure characteristics particle flow simulation |
| url | https://www.mdpi.com/2073-8994/13/7/1132 |
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