A generalized nonlinear three-dimensional failure criterion based on fracture mechanics
文献类型：期刊论文
| 作者 | Wang, Zhaofeng1,2,5; Pan, Pengzhi1,5; Zuo, Jianping2,3; Gao, Yaohui4 |
| 刊名 | JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
 |
| 出版日期 | 2023-03-01 |
| 卷号 | 15期号:3页码:630 |
| 关键词 | Intermediate principal stress effect Rock strength Fracture mechanics True triaxial compression |
| ISSN号 | 1674-7755 |
| 英文摘要 | Based on fracture mechanics theory and wing crack model, a three-dimensional strength criterion for hard rock was developed in detail in this paper. Although the basic expression is derived from initiation and propagation of a single crack, it can be extended to microcrack cluster so as to reflect the macroscopic failure characteristic. Besides, it can be derived as HoekeBrown criterion when the intermediate principal stress s2 is equal to the minimum principal stress s3 (Zuo et al., 2015). In addition, the opening direction of the microcrack cluster decreases with the increase of the intermediate principal stress coefficient, which could be described by an empirical function and verified by 10 kinds of hard rocks. Rock strength is influenced by the coupled effect of stress level and the opening direction of the microcrack clusters related to the stress level. As the effects of these two factors on the strength are opposite, the intermediate principal stress effect is induced. |
| 学科主题 | Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:000950190500008 |
| 出版者 | SCIENCE PRESS |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35250]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.University of Chinese Academy of Sciences, Beijing, 100049, China 2.School of Mechanics and Civil Engineering, China University of Mining and Technology, Beijing, 100083, China 3.State Key Laboratory of Coal Resources and Safe Mining, China University of Mining and Technology, Beijing, 100083, China 4.Power China Huadong Engineering Corporation Limited, Hangzhou, 310014, China 5.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, 430071, China |
| 推荐引用方式 GB/T 7714 | Wang, Zhaofeng,Pan, Pengzhi,Zuo, Jianping,et al. A generalized nonlinear three-dimensional failure criterion based on fracture mechanics[J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,2023,15(3):630. |
| APA | Wang, Zhaofeng,Pan, Pengzhi,Zuo, Jianping,&Gao, Yaohui.(2023).A generalized nonlinear three-dimensional failure criterion based on fracture mechanics.JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,15(3),630. |
| MLA | Wang, Zhaofeng,et al."A generalized nonlinear three-dimensional failure criterion based on fracture mechanics".JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING 15.3(2023):630. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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