A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression
文献类型：期刊论文
| 作者 | Liu, Liwang; Li, Haibo ; Li, Xiaofeng
|
| 刊名 | JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
 |
| 出版日期 | 2022-12-01 |
| 卷号 | 14期号:6页码:2034 |
| ISSN号 | 1674-7755 |
| 关键词 | Pre-cracked rock Crack initiation pattern Crack coalescence pattern Failure pattern |
| 英文摘要 | The mechanical characteristics and failure behavior of rocks containing flaws or discontinuities have received wide attention in the field of rock mechanics. When external loads are applied to rock materials, stress-induced cracks would initiate and propagate from the flaws, ultimately leading to the irreversible failure of rocks. To investigate the cracking behavior and the effect of flaw geometries on the mechanical properties of rock materials, a series of samples containing one, two and multiple flaws have been widely investigated in the laboratory. In this paper, the experimental results for pre-cracked rocks under quasi-static compression were systematically reviewed. The progressive failure process of intact rocks is briefly described to reveal the background for experiments on samples with flaws. Then, the nondestructive measurement techniques utilized in experiments, such as acoustic emission (AE), X-ray computed tomography (CT), and digital image correlation (DIC), are summarized. The mechanical characteristics of rocks with different flaw geometries and under different loading conditions, including the geometry of pre-existing flaws, flaw filling condition and confining pressure, are discussed. Furthermore, the cracking process is evaluated from the perspective of crack initiation, coalescence, and failure patterns. (C) 2022 Institute of Rock and Soil Mechanics, Chinese Academy of Sciences. Production and hosting by Elsevier B.V. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/). |
| 学科主题 | Engineering |
| 语种 | 英语 |
| 出版者 | SCIENCE PRESS |
| WOS记录号 | WOS:000891300600025 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/34829]  |
| 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 | Liu, Liwang,Li, Haibo,Li, Xiaofeng. A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression[J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,2022,14(6):2034. |
| APA | Liu, Liwang,Li, Haibo,&Li, Xiaofeng.(2022).A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression.JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,14(6),2034. |
| MLA | Liu, Liwang,et al."A state-of-the-art review of mechanical characteristics and cracking processes of pre-cracked rocks under quasi-static compression".JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING 14.6(2022):2034. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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