中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
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
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
DOI10.1016/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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