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...
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 |
Similar Items
-
Perilaku Tanah Dasar Fondasi Embankment dengan Perkuatan Geogrid dan Drainase Vertikal
by: Nafisah Al-Huda Al-Huda, et al.
Published: (2014-04-01) -
Stability of Geogrid Reinforced Embankment on Soft Clay
by: Moamen E. Abd El Raouf
Published: (2020-09-01) -
Influence of Biaxial Geogrid at the Ballast Interface for Granular Earth Railway Embankment
by: Anoop Bhardwaj, et al.
Published: (2022-09-01) -
Influences of the geogrid-reinforced soil platform on the performance of pile-supported embankment
by: Zhihui Zhao, et al.
Published: (2024-12-01) -
Basic provisions for the design of the roadbed for high-speed railway lines
by: P. I. Dydyshko, et al.
Published: (2017-12-01)