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Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 1

The present article is devoted to the formulation of the problem and the development of a model for the vibration damping properties of the roadbed at the base of the ballast prism’s bottom of normalized thickness, a protective sand cushion and clayey soils under the influence of harmonic oscillatio...

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Detalles Bibliográficos
Autor Principal: V. M. Bel’Kov
Formato: Artigo
Idioma:Russo
Publicado: Joint Stock Company «Railway Scientific and Research Institute» 2017-06-01
Series:Вестник Научно-исследовательского института железнодорожного транспорта
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Acceso en liña:https://www.journal-vniizht.ru/jour/article/view/151
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