Dynamic compressive properties and self-similarity characteristics of deep coral reef limestone subjected to high loading rates
文献类型：期刊论文
| 作者 | Meng, Qingshan1,3; Wu, Kai1,3; Zhao, Yang2; Luo, Le1,3; Li, Xinruo1,3; Wang, Chi1,3; Zhong, Yu2; Shen, Tianli1,3 |
| 刊名 | JOURNAL OF BUILDING ENGINEERING
 |
| 出版日期 | 2024-06-01 |
| 卷号 | 86页码:15 |
| 关键词 | Coral reef limestone Rate dependence Failure mechanisms Fractal characteristics Viscosity effect |
| DOI | 10.1016/j.jobe.2024.108853 |
| 英文摘要 | Coral reef limestone is a kind of porous anisotropic geo-material. Understanding its dynamic mechanical properties subjected to high loading rates is of great significance to the blasting excavation and military attack defense of the reef underground space. In this paper, the Split Hopkinson Pressure Bar tests were carried out on the specimens of deep coral reef limestone in the South China Sea, and the difference of dynamic response between deep reef limestone and shallow calcified coral skeleton was revealed. The results show that the pore structure affects the dynamic deformation response of coral reef limestone, which makes the strain rate of the specimen independent of other mechanical parameters. However, the high loading rate overcomes the influence of the primary pore structure on the strength, so that the dynamic compressive strength and the degree of breakage are linearly related to the stress rate. In addition, under high loading rate, the coral framework limestone is mainly damaged by tension, which is significantly different from the calcified coral skeleton along the coral growth line. At the same strain rate, the fractal dimension of the dry specimen is greater than that of the saturated one, and the self-similarity characteristics of the specimen fragments that reach the crushing level at higher strain rate are poor. The viscous effect of water hinders the propagation of cracks in the coral framework limestone, but free water reduces the surface energy of the crystal boundary. These two kinds of mechanisms compete with each other, and the key factors controlling the competition mechanism are water content and loading rate. |
| 资助项目 | National Natural Science Foundation of China[41877267] ; National Natural Science Foundation of China[41877260] ; Priority Research Program of the Chinese Academy of Sciences[XDA13010201] ; Open Research Fund of State Key Laboratory of Geo-mechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences[SKLGME022032] ; Natural Science Foundation of Hubei Province of China[ZRMS2023002407] |
| WOS研究方向 | Construction & Building Technology ; Engineering |
| 语种 | 英语 |
| WOS记录号 | WOS:001194350800001 |
| 出版者 | ELSEVIER |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/40930]  |
| 专题 | 中科院武汉岩土力学所 |
| 通讯作者 | Wu, Kai |
| 作者单位 | 1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China 2.CCCC Second Harbour Engn Co Ltd, Wuhan 430040, Peoples R China 3.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Peoples R China |
| 推荐引用方式 GB/T 7714 | Meng, Qingshan,Wu, Kai,Zhao, Yang,et al. Dynamic compressive properties and self-similarity characteristics of deep coral reef limestone subjected to high loading rates[J]. JOURNAL OF BUILDING ENGINEERING,2024,86:15. |
| APA | Meng, Qingshan.,Wu, Kai.,Zhao, Yang.,Luo, Le.,Li, Xinruo.,...&Shen, Tianli.(2024).Dynamic compressive properties and self-similarity characteristics of deep coral reef limestone subjected to high loading rates.JOURNAL OF BUILDING ENGINEERING,86,15. |
| MLA | Meng, Qingshan,et al."Dynamic compressive properties and self-similarity characteristics of deep coral reef limestone subjected to high loading rates".JOURNAL OF BUILDING ENGINEERING 86(2024):15. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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