Modelling of vibration-damping properties of elastic-viscoplastic layers of the roadbed. Problem statement 2

The present article is a continuation of the article [1], where was considered a model of the vibration damping properties of the subgrade at the main area of the sole of a ballast prism of normalized thickness, a protective sand cushion and clay soils under conditions of harmonic vibrations on the...

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Bibliografiske detaljer
Hovedforfatter: V. M. Bel’Kov
Format: Artigo
Sprog:Russo
Udgivet: Joint Stock Company «Railway Scientific and Research Institute» 2017-10-01
Serier:Вестник Научно-исследовательского института железнодорожного транспорта
Fag:
вибродемпфирование
земляное полотно
упруговязкопластические свойства
гармонический анализ
вертикальные вибрационные волны
Online adgang:https://www.journal-vniizht.ru/jour/article/view/169
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