Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101150
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorYang, Hen_US
dc.creatorDuan, HFen_US
dc.creatorZhu, JBen_US
dc.date.accessioned2023-08-30T04:15:21Z-
dc.date.available2023-08-30T04:15:21Z-
dc.identifier.issn0926-9851en_US
dc.identifier.urihttp://hdl.handle.net/10397/101150-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2019 Elsevier B.V. All rights reserved.en_US
dc.rights© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Yang, H., Duan, H. F., & Zhu, J. B. (2019). Ultrasonic P-wave propagation through water-filled rock joint: an experimental investigation. Journal of Applied Geophysics, 169, 1-14 is available at https://doi.org/10.1016/j.jappgeo.2019.06.014.en_US
dc.subjectUltrasonic waveen_US
dc.subjectWater-filled rock jointen_US
dc.subjectWave attenuationen_US
dc.subjectWave velocityen_US
dc.titleUltrasonic P-wave propagation through water-filled rock joint : an experimental investigationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1en_US
dc.identifier.epage14en_US
dc.identifier.volume169en_US
dc.identifier.doi10.1016/j.jappgeo.2019.06.014en_US
dcterms.abstractThe presence of fluids in rock discontinuities may dramatically affect wave behaviours of rock masses, e.g., wave velocity, wave transmission and attenuation. In this study, extensive laboratory tests of ultrasonic P-wave propagation across water-filled rock joints were conducted to investigate the effects of joint thickness and water content on compressional wave propagation in the ultrasonic frequency range were investigated. P-waves with two different central frequencies of 0.1 MHz and 1.0 MHz were applied to study ultrasonic wave characteristics of rock with a single water-filled joint under different joint-thickness-wavelength-ratio conditions. The experimental data were collected and used for the analysis of wave velocity, transmission coefficient and attenuation quality factor of rock samples with water-filled rock joints. The results showed that the increase of joint thickness could cause more wave attenuation while the increase of water content could lead to less wave attenuation. In addition, the wave velocity is higher, yet wave transmission is weaker for higher-frequency waves (1 MHz). The results and findings were elaborated and explained through the fundamental physics of acoustics in fluids and rocks. The present paper is of great significance to characterize the wave responses of rock discontinuities filled with fluids.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of applied geophysics, Oct. 2019, v. 169, p. 1-14en_US
dcterms.isPartOfJournal of applied geophysicsen_US
dcterms.issued2019-10-
dc.identifier.scopus2-s2.0-85067955764-
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1251-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Key R&D Program of China; Research Institute for Sustainable Urban Development, Hong Kong Polytechnic University; National Basic Research Program of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20094515-
dc.description.oaCategoryGreen (AAM)en_US
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