Show simple item record

dc.contributor.authorS. Kumar
dc.contributor.authorK. Hemalatha
dc.contributor.authorS. K. Vishwakarma
dc.date.accessioned2024-12-24T10:22:55Z
dc.date.available2024-12-24T10:22:55Z
dc.date.copyright10/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherIJGNAI.GMENG-10040.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298812
dc.description.abstractAn analysis of the propagation behavior of Rayleigh wave has been conducted in an anisotropic layer, such as reservoir rocks overlying a sandy medium. The layer and lower half-space interface have been considered imperfect, whereas a corrugated upper boundary has been assumed. A closed relation of phase velocity and wave number has been obtained as a determinant form. For the numerical interpretation of results, reservoir rocks of triclinic type have been modeled. Some special cases are taken into account. The study examines the simultaneous simulated results of several physical parameters and illustrates the effects of thickness, sandiness parameter, phase velocity, corrugation amplitude, corrugation wavelength, and imperfect Rayleigh wave interface distribution in the structure under consideration, which was created using Mathematica 7. For variations in wave number and phase velocity, diagrams are drawn.
dc.publisherAmerican Society of Civil Engineers
dc.titleEffect of Corrugation and Imperfect Boundary on the Propagation of Rayleigh Waves in Sandy Half-Space beneath an Anisotropic Layer
dc.typeJournal Article
dc.journal.volume24
dc.journal.issue10
dc.journal.titleInternational Journal of Geomechanics
dc.identifier.doi10.1061/IJGNAI.GMENG-10040
dc.journal.fristpage04024221-1
dc.journal.lastpage04024221-10
dc.page10
dc.treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record