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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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| Materialtyp: | Artigo |
| Språk: | Russo |
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Joint Stock Company «Railway Scientific and Research Institute»
2017-10-01
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| Serie: | Вестник Научно-исследовательского института железнодорожного транспорта |
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| Länkar: | https://www.journal-vniizht.ru/jour/article/view/169 |
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