Study on the effects of fissure geometric characteristics on the mechanical behavior and failure mechanism of granite under uniaxial compression test

Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under uniaxial compression tests were analyzed by constructing a numerical analysis model based on cohesive element and Voronoi polygons techniques. F...

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Published in:	Scientific reports Vol. 15; no. 1; pp. 3981 - 38
Main Authors:	Sang, Zhaolong, Ma, Donghui, Meng, Yaoyao, Yin, Qian, Liu, Xiaowei, Sun, Zhimin, Wang, Wei
Format:	Journal Article
Language:	English
Published:	London Nature Publishing Group UK 01.02.2025 Nature Publishing Group Nature Portfolio
Subjects:	639/166/986 639/166/988 639/705/117 704/2151/213/536 Cohesive zone model Complex fissures Compression Fissured granite Granite Humanities and Social Sciences Mechanical properties multidisciplinary Numerical analysis Rock mechanics Science Science (multidisciplinary) Voronoi polygons Voronoi polygons Complex fissures Rock mechanics Cohesive zone model Fissured granite
ISSN:	2045-2322, 2045-2322
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Abstract	Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under uniaxial compression tests were analyzed by constructing a numerical analysis model based on cohesive element and Voronoi polygons techniques. Furthermore, the effects of geometric characteristics (spacing, length, width) on the peak mechanical response, damage energy, number and proportion of micro-cracks, failure mode and so on are further studied. The results show that the numerical analysis model can accurately reproduce the complex intergranular occlusion and multi fissures network structure of granite specimens, and reveal the dominant role of fissure angle on the failure mode, and the significant influence of fissure geometric characteristics on the number and proportion of micro-cracks, peak mechanical response and damage energy. The crack path and failure mode are significantly affected by the change of fissure angle and spacing, while the increase of fissure length and width leads to more rapid failure and lower peak mechanical response. The damage energy increases gradually with the increase of fissure spacing, but decreases with the increase of fissure length and width. This study not only deepens the understanding of the mechanical behavior of granite samples under complex geological environments, but also provides theoretical support for accurate assessment and effective reinforcement of rock mass stability in engineering practice.
AbstractList	Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under uniaxial compression tests were analyzed by constructing a numerical analysis model based on cohesive element and Voronoi polygons techniques. Furthermore, the effects of geometric characteristics (spacing, length, width) on the peak mechanical response, damage energy, number and proportion of micro-cracks, failure mode and so on are further studied. The results show that the numerical analysis model can accurately reproduce the complex intergranular occlusion and multi fissures network structure of granite specimens, and reveal the dominant role of fissure angle on the failure mode, and the significant influence of fissure geometric characteristics on the number and proportion of micro-cracks, peak mechanical response and damage energy. The crack path and failure mode are significantly affected by the change of fissure angle and spacing, while the increase of fissure length and width leads to more rapid failure and lower peak mechanical response. The damage energy increases gradually with the increase of fissure spacing, but decreases with the increase of fissure length and width. This study not only deepens the understanding of the mechanical behavior of granite samples under complex geological environments, but also provides theoretical support for accurate assessment and effective reinforcement of rock mass stability in engineering practice. Abstract Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under uniaxial compression tests were analyzed by constructing a numerical analysis model based on cohesive element and Voronoi polygons techniques. Furthermore, the effects of geometric characteristics (spacing, length, width) on the peak mechanical response, damage energy, number and proportion of micro-cracks, failure mode and so on are further studied. The results show that the numerical analysis model can accurately reproduce the complex intergranular occlusion and multi fissures network structure of granite specimens, and reveal the dominant role of fissure angle on the failure mode, and the significant influence of fissure geometric characteristics on the number and proportion of micro-cracks, peak mechanical response and damage energy. The crack path and failure mode are significantly affected by the change of fissure angle and spacing, while the increase of fissure length and width leads to more rapid failure and lower peak mechanical response. The damage energy increases gradually with the increase of fissure spacing, but decreases with the increase of fissure length and width. This study not only deepens the understanding of the mechanical behavior of granite samples under complex geological environments, but also provides theoretical support for accurate assessment and effective reinforcement of rock mass stability in engineering practice. Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under uniaxial compression tests were analyzed by constructing a numerical analysis model based on cohesive element and Voronoi polygons techniques. Furthermore, the effects of geometric characteristics (spacing, length, width) on the peak mechanical response, damage energy, number and proportion of micro-cracks, failure mode and so on are further studied. The results show that the numerical analysis model can accurately reproduce the complex intergranular occlusion and multi fissures network structure of granite specimens, and reveal the dominant role of fissure angle on the failure mode, and the significant influence of fissure geometric characteristics on the number and proportion of micro-cracks, peak mechanical response and damage energy. The crack path and failure mode are significantly affected by the change of fissure angle and spacing, while the increase of fissure length and width leads to more rapid failure and lower peak mechanical response. The damage energy increases gradually with the increase of fissure spacing, but decreases with the increase of fissure length and width. This study not only deepens the understanding of the mechanical behavior of granite samples under complex geological environments, but also provides theoretical support for accurate assessment and effective reinforcement of rock mass stability in engineering practice.Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under uniaxial compression tests were analyzed by constructing a numerical analysis model based on cohesive element and Voronoi polygons techniques. Furthermore, the effects of geometric characteristics (spacing, length, width) on the peak mechanical response, damage energy, number and proportion of micro-cracks, failure mode and so on are further studied. The results show that the numerical analysis model can accurately reproduce the complex intergranular occlusion and multi fissures network structure of granite specimens, and reveal the dominant role of fissure angle on the failure mode, and the significant influence of fissure geometric characteristics on the number and proportion of micro-cracks, peak mechanical response and damage energy. The crack path and failure mode are significantly affected by the change of fissure angle and spacing, while the increase of fissure length and width leads to more rapid failure and lower peak mechanical response. The damage energy increases gradually with the increase of fissure spacing, but decreases with the increase of fissure length and width. This study not only deepens the understanding of the mechanical behavior of granite samples under complex geological environments, but also provides theoretical support for accurate assessment and effective reinforcement of rock mass stability in engineering practice.
ArticleNumber	3981
Author	Liu, Xiaowei Meng, Yaoyao Wang, Wei Yin, Qian Ma, Donghui Sang, Zhaolong Sun, Zhimin
Author_xml	– sequence: 1 givenname: Zhaolong surname: Sang fullname: Sang, Zhaolong organization: College of Architecture and Civil Engineering, Beijing University of Technology, China Construction Second Engineering Bureau Co. Ltd – sequence: 2 givenname: Donghui surname: Ma fullname: Ma, Donghui organization: College of Architecture and Civil Engineering, Beijing University of Technology – sequence: 3 givenname: Yaoyao surname: Meng fullname: Meng, Yaoyao email: mengyaoyao0317@163.com organization: State Key Laboratory of Digital and Intelligent Technology for Unmanned Coal Mining, Anhui University of Science and Technology, State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology – sequence: 4 givenname: Qian surname: Yin fullname: Yin, Qian organization: State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology – sequence: 5 givenname: Xiaowei surname: Liu fullname: Liu, Xiaowei organization: School of Data Science and Engineering, Xian Innovation College of Yanan University – sequence: 6 givenname: Zhimin surname: Sun fullname: Sun, Zhimin organization: China Construction Second Engineering Bureau Co. Ltd – sequence: 7 givenname: Wei surname: Wang fullname: Wang, Wei email: ieeww@bjut.edu.cn organization: College of Architecture and Civil Engineering, Beijing University of Technology
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Keywords	Voronoi polygons Complex fissures Rock mechanics Cohesive zone model Fissured granite
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Snippet	Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen under... Abstract Taking the granite specimen with multiple fissures as the main research object, the mechanical response and failure mechanism of the granite specimen...
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SubjectTerms	639/166/986 639/166/988 639/705/117 704/2151/213/536 Cohesive zone model Complex fissures Compression Fissured granite Granite Humanities and Social Sciences Mechanical properties multidisciplinary Numerical analysis Rock mechanics Science Science (multidisciplinary) Voronoi polygons
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Title	Study on the effects of fissure geometric characteristics on the mechanical behavior and failure mechanism of granite under uniaxial compression test
URI	https://link.springer.com/article/10.1038/s41598-025-88278-9 https://www.ncbi.nlm.nih.gov/pubmed/39893274 https://www.proquest.com/docview/3162427681 https://www.proquest.com/docview/3162576421 https://pubmed.ncbi.nlm.nih.gov/PMC11787344 https://doaj.org/article/b1dbe5a1eef9470681b4fae417e2e810
Volume	15
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