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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Hlavní autoři:	P. I. Dydyshko, E. V. Matveev, S. V. Ol’Khina
Médium:	Artigo
Jazyk:	Russo
Vydáno:	Joint Stock Company «Railway Scientific and Research Institute» 2016-10-01
Edice:	Вестник Научно-исследовательского института железнодорожного транспорта
Témata:	embankments solid base weak base geogrid of basalt fiber reinforced bar
On-line přístup:	https://www.journal-vniizht.ru/jour/article/view/111
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