Please use this identifier to cite or link to this item: https://rda.sliit.lk/handle/123456789/2264
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dc.contributor.authorSenjuntichai, T-
dc.contributor.authorKeawsawasvong, S-
dc.contributor.authorRajapakse, R. K. N. D-
dc.date.accessioned2022-05-05T07:54:43Z-
dc.date.available2022-05-05T07:54:43Z-
dc.date.issued2021-11-01-
dc.identifier.issn1532-3641-
dc.identifier.urihttp://rda.sliit.lk/handle/123456789/2264-
dc.description.abstractIn this paper, vertical vibrations of a group of flexible strip foundations on multilayered transversely isotropic poroelastic soils are presented. The dynamic interaction problem is studied by employing a variational approach based on the discretization of the strip-soil contact region. Exact stiffness matrices for each layer and the half-plane are explicitly derived in the Fourier transform space for the first time to determine the influence functions required in the variational scheme. A set of numerical results for the vertical displacement and the bending moment of the foundations are presented to illustrate the influence of governing parameters such as anisotropic properties, foundation rigidity, and distance between strips on the dynamic interaction between foundations.en_US
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.relation.ispartofseriesInternational Journal of Geomechanics;Vol 21 Issue 11 Pages 04021221-
dc.subjectVertical Vibrationen_US
dc.subjectMultipleen_US
dc.subjectFlexible Stripen_US
dc.subjectMultilayereden_US
dc.subjectTransverselyen_US
dc.subjectPoroelastic Soilsen_US
dc.subjectFoundationsen_US
dc.titleVertical Vibration of Multiple Flexible Strip Foundations on Multilayered Transversely Isotropic Poroelastic Soilsen_US
dc.typeArticleen_US
Appears in Collections:Research Papers - Department of Civil Engineering
Research Papers - SLIIT Staff Publications

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