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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Bibliographic Details
Main Authors: P. I. Dydyshko, E. V. Matveev, S. V. Ol’Khina
Format: Article
Language:Russian
Published: Joint Stock Company «Railway Scientific and Research Institute» 2016-10-01
Series:Вестник Научно-исследовательского института железнодорожного транспорта
Subjects:
Online Access:https://www.journal-vniizht.ru/jour/article/view/111