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Modeling of a Railway Roadbed Reinforcement
https://orcid.org/http://orcid.org/0000-0003-1091-9152
The purpose of the conducted model tests was to study the possibility of using a number of design solutions with geosynthetic materials to increase the bearing capacity and reduce the deformability of the sub-base, as well as to evaluate the effectiveness of their use. Small-scale modeling tests were conducted to investigate the stress–strains behavior of embankment reinforced in the upper part with geosynthetics. A series of model experiments have shown that an increase in the number of geosynthetic layers does not significantly effect on the roadbed bearing capacity. Reinforcement in a single layer is sufficient if the geosynthetic has required strength.
Modeling of a Railway Roadbed Reinforcement
https://orcid.org/http://orcid.org/0000-0003-1091-9152
The purpose of the conducted model tests was to study the possibility of using a number of design solutions with geosynthetic materials to increase the bearing capacity and reduce the deformability of the sub-base, as well as to evaluate the effectiveness of their use. Small-scale modeling tests were conducted to investigate the stress–strains behavior of embankment reinforced in the upper part with geosynthetics. A series of model experiments have shown that an increase in the number of geosynthetic layers does not significantly effect on the roadbed bearing capacity. Reinforcement in a single layer is sufficient if the geosynthetic has required strength.
Modeling of a Railway Roadbed Reinforcement
https://orcid.org/http://orcid.org/0000-0003-1091-9152
The purpose of the conducted model tests was to study the possibility of using a number of design solutions with geosynthetic materials to increase the bearing capacity and reduce the deformability of the sub-base, as well as to evaluate the effectiveness of their use. Small-scale modeling tests were conducted to investigate the stress–strains behavior of embankment reinforced in the upper part with geosynthetics. A series of model experiments have shown that an increase in the number of geosynthetic layers does not significantly effect on the roadbed bearing capacity. Reinforcement in a single layer is sufficient if the geosynthetic has required strength.
Modeling of a Railway Roadbed Reinforcement
Lecture Notes in Civil Engineering
Petriaev, Andrei (editor) / Konon, Anastasia (editor) / Petriaev, Andrei (author)
2020-01-03
9 pages
Article/Chapter (Book)
Electronic Resource
English
Modeling of a Railway Roadbed Reinforcement
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