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contributor authorMukesh Kumar Pal
contributor authorAnil Negi
contributor authorAbhishek Kumar Singh
date accessioned2023-04-07T00:29:44Z
date available2023-04-07T00:29:44Z
date issued2022/12/01
identifier other%28ASCE%29GM.1943-5622.0002587.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289139
description abstractConstruction of a large water reservoir can trigger an earthquake. The event of the earthquake can lead to the propagation of a destructive Love-type waves (LT-wave). Therefore, the area near the reservoir is prone to the propagation of LT-waves. Due to this, it is crucial to examine the propagation of LT-wave propagation in the geological structure found in these areas. The present analysis adduces the propagation of LT-waves in the anisotropic double-porous rock structure that is generally found the area of water reservoirs. The said rock structure consists of three different regions: the uppermost viscous liquid region, transversely isotropic double-porous (TIDP) rock layer in the middle, and the lowermost half-space region comprised of isotropic double-porous (IDP) rock medium. The expressions for the dispersion and damping characteristics have been derived for parabolicalal and rectangular interfacial irregularity. The profound efficacy of distinct physical parameters, such as irregularity parameter, interfacial bonding parameter, porosity parameter of said middle double-porous layer, and porosity parameter of said lowermost double-porous half-space on the phase velocity and attenuation coefficient of LT-waves, are also discussed.
publisherASCE
titlePropagation of Love-Type Wave in an Imperfectly Bonded Double-Porous Composite Rock Structure Impacted by Liquid Loading
typeJournal Article
journal volume22
journal issue12
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002587
journal fristpage06022033
journal lastpage06022033_14
page14
treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012
contenttypeFulltext


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