Anisotropic creep behavior of soft-hard interbedded rock masses based on 3D printing and digital imaging correlation technology
文献类型：期刊论文
| 作者 | Tian, Yun4,5; Wu, Fa-Quan4,5; Tian, Hong-Ming1; Li, Zhe2; Shu, Xiao-Yun1,3; He, Lin-Kai4,5; Huang, Man4,5; Chen, Wei-zhong1 |
| 刊名 | JOURNAL OF MOUNTAIN SCIENCE
 |
| 出版日期 | 2023-04-01 |
| 卷号 | 20期号:4页码:1147 |
| ISSN号 | 1672-6316 |
| 关键词 | 3D printing Soft-hard interbedded rock mass Digital imaging correlation technology Weak interlayer Anisotropic creep |
| 英文摘要 | Three-dimensional (3D) printing technology is increasingly used in experimental research of geotechnical engineering. Compared to other materials, 3D layer-by-layer printing specimens are extremely similar to the inherent properties of natural layered rock masses. In this paper, soft-hard interbedded rock masses with different dip angles were prepared based on 3D printing (3DP) sand core technology. Uniaxial compression creep tests were conducted to investigate its anisotropic creep behavior based on digital imaging correlation (DIC) technology. The results show that the anisotropic creep behavior of the 3DP soft-hard interbedded rock mass is mainly affected by the dip angles of the weak interlayer when the stress is at low levels. As the stress level increases, the effect of creep stress on its creep anisotropy increases significantly, and the dip angle is no longer the main factor. The minimum value of the long-term strength and creep failure strength always appears in the weak interlayer within 30 degrees-60 degrees, which explains why the failure of the layered rock mass is controlled by the weak interlayer and generally emerges at 45 degrees. The tests results are verified by comparing with theoretical and other published studies. The feasibility of the 3DP soft-hard interbedded rock mass provides broad prospects and application values for 3DP technology in future experimental research. |
| 学科主题 | Environmental Sciences & Ecology |
| 语种 | 英语 |
| 出版者 | SCIENCE PRESS |
| WOS记录号 | WOS:000969587100001 |
| 源URL | [http://119.78.100.198/handle/2S6PX9GI/35376]  |
| 专题 | 中科院武汉岩土力学所 |
| 作者单位 | 1.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China 2.China Railway Design Corporation, Tianjin 300251, China 3.College of Civil and Transportation Engineering, Hohai University, Nanjing 210024, China 4.School of Civil Engineering, Shaoxing University, Shaoxing 312000, China 5.Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing 312000, China |
| 推荐引用方式 GB/T 7714 | Tian, Yun,Wu, Fa-Quan,Tian, Hong-Ming,et al. Anisotropic creep behavior of soft-hard interbedded rock masses based on 3D printing and digital imaging correlation technology[J]. JOURNAL OF MOUNTAIN SCIENCE,2023,20(4):1147. |
| APA | Tian, Yun.,Wu, Fa-Quan.,Tian, Hong-Ming.,Li, Zhe.,Shu, Xiao-Yun.,...&Chen, Wei-zhong.(2023).Anisotropic creep behavior of soft-hard interbedded rock masses based on 3D printing and digital imaging correlation technology.JOURNAL OF MOUNTAIN SCIENCE,20(4),1147. |
| MLA | Tian, Yun,et al."Anisotropic creep behavior of soft-hard interbedded rock masses based on 3D printing and digital imaging correlation technology".JOURNAL OF MOUNTAIN SCIENCE 20.4(2023):1147. |
入库方式： OAI收割
来源：武汉岩土力学研究所
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