中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Experimental and theoretical study on cyclic fatigue damage evolution of sandstone based on acoustic emission monitoring and resistivity measuring

文献类型:期刊论文

作者Zhang, Sheng1,2; Xu, Ding-Ping2; Qiu, Shi-Li2; Feng, Guang-Liang2; Jiang, Quan2
刊名MEASUREMENT
出版日期2025-03-15
卷号245页码:19
关键词Fatigue damage Acoustic emission Resistivity Damage variable Constitutive equation
ISSN号0263-2241
DOI10.1016/j.measurement.2024.116633
英文摘要The fatigue damage induced by cyclic loading can significantly reduce the strength of rock, highlighting the critical need to investigate its evolution process. This study dynamically monitored the damage evolution of saturated sandstone under cyclic loading using acoustic emission and resistivity techniques. The results indicate that the peak fatigue strength of the rock at a frequency of 1 Hz follows the order: Path II (57.2 MPa) > Path III (53.8 MPa) > Path I (51.9 MPa). In contrast, the peak strength at a frequency of 0.5 Hz shows the order: Path II (55.9 MPa) > Path III (52.2 MPa) > Path I (41.7 MPa). Damage variables established based on acoustic emission and resistivity parameters offer micro- and macro-perspectives on rock damage, respectively. Coupling these variables produces an equation effectively reflecting sandstone's fatigue damage evolution, validated against damage variables established by strain energy. Additionally, a damage constitutive equation constructed from these variables aligns well with the experimental results. The coefficient of determination exceeds 0.95 (R2 > 0.95), emphasizing the practical value of the proposed equations for studying sandstone damage evolution.
资助项目National Natural Science Foundation of China[52279117] ; National Natural Science Foundation of China[52325905] ; Technology Project of Power China[DJ-HXGG-2023-16] ; Fund of the State Key Laboratory of Geomechanics and Geotechnical Engineering[SKLGME-JBGS2401]
WOS研究方向Engineering ; Instruments & Instrumentation
语种英语
WOS记录号WOS:001404638600001
出版者ELSEVIER SCI LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/37424]  
专题中科院武汉岩土力学所
通讯作者Xu, Ding-Ping; Feng, Guang-Liang
作者单位1.Univ Chinese Acad Sci, Beijing 100049, Peoples R China
2.Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech, Wuhan 430071, Hubei, Peoples R China
推荐引用方式
GB/T 7714
Zhang, Sheng,Xu, Ding-Ping,Qiu, Shi-Li,et al. Experimental and theoretical study on cyclic fatigue damage evolution of sandstone based on acoustic emission monitoring and resistivity measuring[J]. MEASUREMENT,2025,245:19.
APA Zhang, Sheng,Xu, Ding-Ping,Qiu, Shi-Li,Feng, Guang-Liang,&Jiang, Quan.(2025).Experimental and theoretical study on cyclic fatigue damage evolution of sandstone based on acoustic emission monitoring and resistivity measuring.MEASUREMENT,245,19.
MLA Zhang, Sheng,et al."Experimental and theoretical study on cyclic fatigue damage evolution of sandstone based on acoustic emission monitoring and resistivity measuring".MEASUREMENT 245(2025):19.

入库方式: OAI收割

来源:武汉岩土力学研究所

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