中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Fracture Characteristics and Quantitative Analysis of Anisotropic Rock with Direction-Arranged Minerals Subjected to Triaxial Cyclic Loading: A Case of Biotite Quartz Schist

文献类型:期刊论文

作者Bao, Han2,4; Wang, Yankai4; Liu, Changqing4; Qi, Qun4; Lan, Hengxing5; Qi, Shengwen1; Li, Bo6; Sha, Peng3; Lv, Hongtao4
刊名ROCK MECHANICS AND ROCK ENGINEERING
出版日期2025-08-11
卷号N/A
关键词Biotite quartz schist Cyclic loading CT scanning Anisotropic Fracture characteristics Crack parameters
ISSN号0723-2632
DOI10.1007/s00603-025-04808-x
产权排序2
文献子类Article ; Early Access
英文摘要The failure of engineering rock masses is a progressive mechanical process, the distinct anisotropic structure of leads to complex failure responses. These responses differ significantly from those of anisotropic rocks with macroscopic bedding (ARMB). However, the fracture evolution of anisotropic rock with direction-arranged minerals (ARDAM) remains insufficiently understood. To explore the fracture characteristics of ARDAM after progressive failure, the biotite quartz schist, a typical ARDAM material with different schistosity angles, was used to conduct triaxial cyclic loading tests under various confining pressures and CT scanning tests. The 3D reconstruction and parameter extraction of cracks were then completed by an improved technique for identifying cracks. This study explored the influence of confining pressure and schistosity angle on fracture evolutions, and analyzed the differences in fracture characteristics between two anisotropic rocks with direction-arranged minerals and macroscopic beddings, respectively. Results show that the failure modes transition from tensile-shear mixed failure to shear-slip failure to typical shear failure with increasing schistosity angle, and these transitions are associated with a distinct U-shaped trend in crack morphology and crack distribution parameters. As confining pressure increases, crack propagation modes transition from intergranular expansion to Y-shaped transgranular expansion, ultimately forming a network-like transgranular structure. The evolution of cracks reveals the macroscopic fracture phenomenon of ARDAM, which ranges from brittle to ductile failure. The fracture characteristics in ARDAM are minimally influenced by varied confining pressure, whereas there is a strong influence in ARMB. This study offers a theoretical foundation for understanding directional reinforcement and fracture behavior in schist engineering.
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WOS关键词MECHANICAL-BEHAVIOR ; PROPAGATION
WOS研究方向Engineering ; Geology
语种英语
WOS记录号WOS:001576064600001
出版者SPRINGER WIEN
源URL[http://ir.igsnrr.ac.cn/handle/311030/217472]  
专题资源与环境信息系统国家重点实验室_外文论文
通讯作者Bao, Han
作者单位1.Chinese Acad Sci, Inst Geol & Geophys, Key Lab Shale Gas & Geoengn, Beijing 100101, Peoples R China;
2.Xian Key Lab Geotech Engn Green & Intelligent Tra, Xian 710064, Peoples R China
3.Shaoxing Univ, Sch Civil Engn, Shaoxing 312000, Zhejiang, Peoples R China;
4.Changan Univ, Sch Highway, Xian 710064, Shaanxi, Peoples R China;
5.Chinese Acad Sci, Inst Geog Sci & Nat Resources Res, State Key Lab Resources & Environm Informat Syst, Beijing 100101, Peoples R China;
6.Tongji Univ, Coll Civil Engn, Shanghai 200092, Peoples R China;
推荐引用方式
GB/T 7714
Bao, Han,Wang, Yankai,Liu, Changqing,et al. Fracture Characteristics and Quantitative Analysis of Anisotropic Rock with Direction-Arranged Minerals Subjected to Triaxial Cyclic Loading: A Case of Biotite Quartz Schist[J]. ROCK MECHANICS AND ROCK ENGINEERING,2025,N/A.
APA Bao, Han.,Wang, Yankai.,Liu, Changqing.,Qi, Qun.,Lan, Hengxing.,...&Lv, Hongtao.(2025).Fracture Characteristics and Quantitative Analysis of Anisotropic Rock with Direction-Arranged Minerals Subjected to Triaxial Cyclic Loading: A Case of Biotite Quartz Schist.ROCK MECHANICS AND ROCK ENGINEERING,N/A.
MLA Bao, Han,et al."Fracture Characteristics and Quantitative Analysis of Anisotropic Rock with Direction-Arranged Minerals Subjected to Triaxial Cyclic Loading: A Case of Biotite Quartz Schist".ROCK MECHANICS AND ROCK ENGINEERING N/A(2025).

入库方式: OAI收割

来源:地理科学与资源研究所

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