Strengthening of unstable embankments using geogrids of basalt fiber and reinforced bars
The article deals with the problem of stability of embankments on a strong and a weak base. On the main field-site of roadbed composed of clay soils ballast depressions (troughs, beds) are distributed. Existence of weak soils within the verges and sloping parts of embankments is experimentally estab...
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| Autors principals: | , , |
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| Format: | Artigo |
| Idioma: | Russo |
| Publicat: |
Joint Stock Company «Railway Scientific and Research Institute»
2016-10-01
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| Col·lecció: | Вестник Научно-исследовательского института железнодорожного транспорта |
| Matèries: | |
| Accés en línia: | https://www.journal-vniizht.ru/jour/article/view/111 |
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