A Non-linear Three-Dimensional Failure Criterion Based on Stress Tensor Distance
文献类型：期刊论文
| 作者 | Zheng, Minzong; Li, Shaojun |
| 刊名 | ROCK MECHANICS AND ROCK ENGINEERING
 |
| 出版日期 | 2022-11-01 |
| 卷号 | 55期号:11页码:6741 |
| ISSN号 | 0723-2632 |
| 关键词 | Three-dimensional failure criterion Failure envelope Intermediate principal stress Tensor distance Non-linear behavior |
| 英文摘要 | The basis of engineering stability evaluation lies in the study of the relationship between rock stress and strength. However, there is no unified expression for the tensile strength and shear strength in the commonly used failure criteria, and the effect of intermediate principal stress is sometimes neglected. A three-dimensional non-linear failure criterion (3DNFC) was proposed based on the concept of tensor distance. The criterion contains only three parameters, which can be obtained through well-established uniaxial compression and tensile tests. The effect of the intermediate principal stress on the rock strength was estimated by the coefficient m. Based on the true triaxial test data of 12 rock types, the proposed 3DNFC was compared with traditional failure criteria, and the performance of the criterion was validated. The results show that the 3DNFC can be employed to characterize the influence of intermediate principal stress on rock strength. The misfits to true triaxial data are rare, and the fitting effect is better than other commonly used failure criteria. 3DNFC has a simple mathematical form and clear physical meaning. The triaxial strength of rock predicted by a uniaxial test is in good agreement with the measured value. 3DNFC can be conveniently applied to the stability analysis and evaluation of rock encountered in engineering practice when only uniaxial test data are available. |
| 学科主题 | Engineering ; Geology |
| 语种 | 英语 |
| 出版者 | SPRINGER WIEN |
| WOS记录号 | WOS:000843423800001 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/34928]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.Chinese Academy of Sciences; Wuhan Institute of Rock & Soil Mechanics, CAS; 2.Chinese Academy of Sciences; University of Chinese Academy of Sciences, CAS |
| 推荐引用方式 GB/T 7714 | Zheng, Minzong,Li, Shaojun. A Non-linear Three-Dimensional Failure Criterion Based on Stress Tensor Distance[J]. ROCK MECHANICS AND ROCK ENGINEERING,2022,55(11):6741. |
| APA | Zheng, Minzong,&Li, Shaojun.(2022).A Non-linear Three-Dimensional Failure Criterion Based on Stress Tensor Distance.ROCK MECHANICS AND ROCK ENGINEERING,55(11),6741. |
| MLA | Zheng, Minzong,et al."A Non-linear Three-Dimensional Failure Criterion Based on Stress Tensor Distance".ROCK MECHANICS AND ROCK ENGINEERING 55.11(2022):6741. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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