A fatigue damage model for sandstone based on acoustic emission and resistivity parameters
文献类型:期刊论文
作者 | Zhang, Sheng1,2; Xu, Ding-Ping1; Qiu, Shi-Li1; Feng, Guang-Liang1; Jiang, Quan1 |
刊名 | CONSTRUCTION AND BUILDING MATERIALS
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出版日期 | 2024-08-09 |
卷号 | 438页码:12 |
关键词 | Sandstone Fatigue damage Constitutive model Acoustic emission Resistivity |
ISSN号 | 0950-0618 |
DOI | 10.1016/j.conbuildmat.2024.137286 |
英文摘要 | Cyclic loads (such as blasting and excavation) may cause disturbance to the rock mass, which can induce fatigue damage in the rock mass within the excavation influence range. To investigate the fatigue damage characteristics of underground engineering sandstone, uniaxial cyclic loading tests were performed under varying cyclic stress amplitudes and frequencies. Acoustic emission (AE) and resistivity monitoring were conducted simultaneously. The results indicate that lower cyclic frequencies and higher cyclic stress amplitudes lead to more severe fatigue damage in the rock. AE and resistivity provide an understanding of damage characteristics from the perspective of crack initiation and crack connection, respectively. By coupling AE and resistivity parameters, a rock fatigue damage variable is established, leading to the development of a fatigue damage body, which is incorporated into the Nishihara rheological model. This integration ultimately results in the formulation of a rock fatigue damage model. A comparison between test results and model predictions shows that the fatigue damage model accurately represents the fatigue damage process of underground engineering sandstone. The findings offer a theoretical foundation for further understanding the fatigue damage evolution in underground engineering sandstone. |
资助项目 | National Natural Science Foundation of China[52279117] ; National Natural Science Foundation of China[52325905] |
WOS研究方向 | Construction & Building Technology ; Engineering ; Materials Science |
语种 | 英语 |
WOS记录号 | WOS:001265513000001 |
出版者 | ELSEVIER SCI LTD |
源URL | [http://119.78.100.198/handle/2S6PX9GI/41928] ![]() |
专题 | 中科院武汉岩土力学所 |
通讯作者 | Xu, Ding-Ping |
作者单位 | 1.Chinese Acad Sci, Inst Rock & Soil Mech, State Key Lab Geomech & Geotech Engn, Wuhan 430071, Hubei, Peoples R China 2.Univ Chinese Acad Sci, Beijing 100049, Peoples R China |
推荐引用方式 GB/T 7714 | Zhang, Sheng,Xu, Ding-Ping,Qiu, Shi-Li,et al. A fatigue damage model for sandstone based on acoustic emission and resistivity parameters[J]. CONSTRUCTION AND BUILDING MATERIALS,2024,438:12. |
APA | Zhang, Sheng,Xu, Ding-Ping,Qiu, Shi-Li,Feng, Guang-Liang,&Jiang, Quan.(2024).A fatigue damage model for sandstone based on acoustic emission and resistivity parameters.CONSTRUCTION AND BUILDING MATERIALS,438,12. |
MLA | Zhang, Sheng,et al."A fatigue damage model for sandstone based on acoustic emission and resistivity parameters".CONSTRUCTION AND BUILDING MATERIALS 438(2024):12. |
入库方式: OAI收割
来源:武汉岩土力学研究所
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