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International Journal of Fluid Mechanics Research
Главный редактор: Atle Jensen (open in a new tab)
Заместитель главного редактора: Valery Oliynik (open in a new tab)
Редактор-основатель: Victor T. Grinchenko (open in a new tab)

Выходит 6 номеров в год

ISSN Печать: 2152-5102

ISSN Онлайн: 2152-5110

The Impact Factor measures the average number of citations received in a particular year by papers published in the journal during the two preceding years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) IF: 1.1 To calculate the five year Impact Factor, citations are counted in 2017 to the previous five years and divided by the source items published in the previous five years. 2017 Journal Citation Reports (Clarivate Analytics, 2018) 5-Year IF: 1.3 The Eigenfactor score, developed by Jevin West and Carl Bergstrom at the University of Washington, is a rating of the total importance of a scientific journal. Journals are rated according to the number of incoming citations, with citations from highly ranked journals weighted to make a larger contribution to the eigenfactor than those from poorly ranked journals. Eigenfactor: 0.0002 The Journal Citation Indicator (JCI) is a single measurement of the field-normalized citation impact of journals in the Web of Science Core Collection across disciplines. The key words here are that the metric is normalized and cross-disciplinary. JCI: 0.33 SJR: 0.256 SNIP: 0.49 CiteScore™:: 2.4 H-Index: 23

Indexed in

Unsteady Oscillations of a Liquid-Saturated Poroelastic Soil Layer

Том 29, Выпуск 1, 2002, 10 pages
DOI: 10.1615/InterJFluidMechRes.v29.i1.80
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Краткое описание

The paper is concerned with the problem of unsteady oscillations of a liquid-saturated poroelastic medium layer governed by the system of the Biot's differential equations. The finite-element method is used for numerical determination of dynamic displacements of the solid and liquid phases, pore pressure and effective stresses in the solid phase. The numerical analysis of the single-axis loading of a poroelastic liquid-saturated soil layer is performed, the effects of interaction between the phases in the layer are studied at various values of the permeability parameter. The numerical results presented in the paper suggest that the consolidation process slows down with decreasing the medium's permeability; in the case of a high permeability material, the appreciable oscillation damping is observed.

ЦИТИРОВАНО В
  1. Trofymchuk Oleksandr, Myrontsov Mykyta, Okhariev Viacheslav, Anpilova Yevheniia, Trysnyuk Vasyl, A Transdisciplinary Analytical System for Supporting the Environmental Researches, in Systems, Decision and Control in Energy II, 346, 2021. Crossref

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