Modeling of a Railway Roadbed Reinforcement
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.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/isbn/9789811504532
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Supplemental Notes:
- © Springer Nature Singapore Pte Ltd. 2020.
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Corporate Authors:
Springer Singapore
152 Beach Road
Singapore, 189721 -
Authors:
- Petriaev, Andrei
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Conference:
- 4th International Conference on Transportation Soil Engineering in Cold Regions (TRANSOILCOLD 2019)
- Location: St. Petersburg , Russia
- Date: 2019-5-20 to 2019-5-23
- Publication Date: 2020-1
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 27-35
- Monograph Title: Transportation Soil Engineering in Cold Regions, Volume 2: Proceedings of TRANSOILCOLD 2019
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Serial:
- Lecture Notes in Civil Engineering
- Volume: 50
- Publisher: Springer Singapore
- ISSN: 2366-2557
- EISSN: 2366-2565
- Serial URL: https://www.springer.com/series/15087
Subject/Index Terms
- TRT Terms: Geosynthetics; Material reinforcement; Railroad tracks; Subgrade (Pavements)
- Identifier Terms: Model-based testing
- Subject Areas: Maintenance and Preservation; Railroads;
Filing Info
- Accession Number: 01899028
- Record Type: Publication
- ISBN: 9789811504532
- Files: TRIS
- Created Date: Nov 14 2023 9:32AM