Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/103813
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorYang, Hen_US
dc.creatorDuan, HFen_US
dc.creatorZhu, Jen_US
dc.creatorZhao, Qen_US
dc.date.accessioned2024-01-09T08:54:02Z-
dc.date.available2024-01-09T08:54:02Z-
dc.identifier.issn0723-2632en_US
dc.identifier.urihttp://hdl.handle.net/10397/103813-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© The Author(s) 2024en_US
dc.rightsOpen Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article’s Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.en_US
dc.rightsThe following publication Yang, H., Duan, HF., Zhu, J. et al. Water Effects on Elastic S-Wave Propagation and Attenuation Across Single Clay-Rich Rock Fractures: Insights from Ultrasonic Measurements. Rock Mech Rock Eng 57, 2645–2659 (2024) is available at https://doi.org/10.1007/s00603-023-03712-6.en_US
dc.subjectS-wave velocity and attenuationen_US
dc.subjectClay-rich rock fractureen_US
dc.subjectWater effecten_US
dc.subjectUltrasonic measurementen_US
dc.titleWater effects on elastic S‑wave propagation and attenuation across single clay‑rich rock fractures : insights from ultrasonic measurementsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage2645en_US
dc.identifier.epage2659en_US
dc.identifier.volume57en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1007/s00603-023-03712-6en_US
dcterms.abstractThough previous studies have shown that the presence of water strongly influences wave responses of rock fractures, water effects on wave behaviours across clay-rich rock fractures have been ambiguous until now. In the present study, we conducted considerable ultrasonic measurements on single rock fractures filled with kaolinite-dominant gouges at varying water saturation degrees to investigate the water effects on elastic S-wave propagation and attenuation across clay-rich rock fractures. The experimental results reveal that the S-wave velocity across single clay-rich rock fractures slightly increases and decreases with the progressively increasing water saturation degree. An increase in water saturation leads to a concave trend of the spectral amplitudes, while it moderately affects the central frequency of transmitted S-waves. In addition, the seismic quality factor across single clay-rich rock fractures follows an exponential growth trend with the water saturation, suggesting the exponentially negative relation between S-wave attenuation and the water saturation. We attribute the water saturation-dependent S-wave attributes across single clay-rich rock fractures to the combined effects of the local flow and the degradation of grain contacts. Compared to P-wave, S-wave exhibits less sensitivity to varying water saturation of clay-rich rock fracture. Upon increasing water saturation, S-waves display similar velocity and central frequency trends with P-waves. The tendencies of spectral amplitude and seismic quality factor for S-waves are approximately opposite to those for P-waves as the water saturation degree increases. We interpret these discrepancies by the fact that S-wave attributes across single water-saturated clay-rich rock fractures mainly depend on the properties of the skeletal frame, while the characteristics of the particles, pore fluid, and skeleton frame dominate P-wave behaviours. The outcomes of the current work facilitate our understanding of the fluid effects on the interaction of waves with clay-rich rock discontinuities.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationRock mechanics and rock engineering, Apr. 2024, v. 57, no. 4, p. 2645–2659en_US
dcterms.isPartOfRock mechanics and rock engineeringen_US
dcterms.issued2024-04-
dc.description.validate202401 bckwen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.TASpringer Nature (2023)en_US
dc.description.oaCategoryTAen_US
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