中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
A novel indirect optical method for rock stress measurement using micro- deformation fi eld analysis

文献类型:期刊论文

作者Feng, Yujie1,2; Pan, Peng-Zhi1,2; Wang, Zhaofeng1,2; Liu, Xufeng1,2; Miao, Shuting1,2
刊名JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING
出版日期2024-09-01
卷号16期号:9页码:3616-3628
关键词Rock stress measurement Optical technology Digital image correlation (DIC) technology Micro-deformation field
ISSN号1674-7755
DOI10.1016/j.jrmge.2023.10.011
英文摘要Stress measurement plays a crucial role in geomechanics and rock engineering, especially for the design and construction of large-scale rock projects. This paper presents a novel method, based on the traditional stress relief approach, for indirectly measuring rock stress using optical techniques. The proposed method allows for the acquisition of full-field strain evolution on the borehole's inner wall before and after disturbance, facilitating the determination of three-dimensional (3D) stress information at multiple points within a single borehole. The study focuses on presenting the method's theoretical framework, laboratory validation results, and equipment design conception. The theoretical framework comprises three key components: the optical imaging method of the borehole wall, the digital image correlation (DIC) method, and the stress calculation procedure. Laboratory validation tests investigate strain field distribution on the borehole wall under varying stress conditions, with stress results derived from DIC strain data. Remarkably, the optical method demonstrates better measurement accuracy during the unloading stage compared to conventional strain gauge methods. At relatively high stress levels, the optical method demonstrates a relative error of less than 7% and an absolute error within 0.5 MPa. Furthermore, a comparative analysis between the optical method and the conventional contact resistance strain gauge method highlights the optical method's enhanced accuracy and stability, particularly during the unloading stage. The proposed optical stress measurement device represents a pioneering effort in the application of DIC technology to rock engineering, highlighting its potential to advance stress measurement techniques in the field. (c) 2024 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/).
资助项目National Natural Science Foundation of China[52125903] ; National Natural Science Foundation of China[52209149]
WOS研究方向Engineering
语种英语
WOS记录号WOS:001320787200001
出版者SCIENCE PRESS
源URL[http://119.78.100.198/handle/2S6PX9GI/42673]  
专题中科院武汉岩土力学所
通讯作者Pan, Peng-Zhi; Wang, Zhaofeng
作者单位1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
2.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
Feng, Yujie,Pan, Peng-Zhi,Wang, Zhaofeng,et al. A novel indirect optical method for rock stress measurement using micro- deformation fi eld analysis[J]. JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,2024,16(9):3616-3628.
APA Feng, Yujie,Pan, Peng-Zhi,Wang, Zhaofeng,Liu, Xufeng,&Miao, Shuting.(2024).A novel indirect optical method for rock stress measurement using micro- deformation fi eld analysis.JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING,16(9),3616-3628.
MLA Feng, Yujie,et al."A novel indirect optical method for rock stress measurement using micro- deformation fi eld analysis".JOURNAL OF ROCK MECHANICS AND GEOTECHNICAL ENGINEERING 16.9(2024):3616-3628.

入库方式: OAI收割

来源:武汉岩土力学研究所

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