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contributor authorS. Kumar
contributor authorK. Hemalatha
contributor authorS. K. Vishwakarma
date accessioned2024-12-24T10:22:55Z
date available2024-12-24T10:22:55Z
date copyright10/1/2024 12:00:00 AM
date issued2024
identifier otherIJGNAI.GMENG-10040.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298812
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.
publisherAmerican Society of Civil Engineers
titleEffect of Corrugation and Imperfect Boundary on the Propagation of Rayleigh Waves in Sandy Half-Space beneath an Anisotropic Layer
typeJournal Article
journal volume24
journal issue10
journal titleInternational Journal of Geomechanics
identifier doi10.1061/IJGNAI.GMENG-10040
journal fristpage04024221-1
journal lastpage04024221-10
page10
treeInternational Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010
contenttypeFulltext


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