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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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| Materialtyp: | Artigo |
| Språk: | Russo |
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Joint Stock Company «Railway Scientific and Research Institute»
2017-06-01
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| Serie: | Вестник Научно-исследовательского института железнодорожного транспорта |
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| Länkar: | https://www.journal-vniizht.ru/jour/article/view/151 |
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