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Influence of Intra-seasonal Snowfall Deposition, the Peculiarities of Snow Cover Accumulation and Winter Season Temperature Variation on Ground Freezing Depth Read chapter Read first chapter

2020 | OriginalPaper | Chapter

Stress–Strain State of Railway Embankment with the Use of Mineral Geoecoprotective Material

Author : Ivan Kozlov

Published in: Transportation Soil Engineering in Cold Regions, Volume 1

Publisher: Springer Singapore

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Abstract

The aim of the work is to obtain a computational justification for the use of mineral geoecoprotective material—foam concrete—in the construction of the railway embankment in cold regions. Finite element estimates the stress–strain state of the railway embankment without foam concrete, and with the plate of foam concrete of various thicknesses. The article contains recommendations for the design of geoecoprotective structure in the railway subgrade with the use of foam concrete. The obtained results can be used in the design of new and reconstruction of existing railways as a justification for the possibility of using the proposed geoecoprotective design as part of the railway roadbed.

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previous chapter Experiments of Autonomous Vehicles Running at a Test Track, and Future Prospects
next chapter The Problems of the Railway Subgrade Construction in the Subarctic Part of the Russian Cryolithozone and the Ways of Their Solution
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Metadata
Title
Stress–Strain State of Railway Embankment with the Use of Mineral Geoecoprotective Material
Author
Ivan Kozlov
Copyright Year
2020
Publisher
Springer Singapore
Book
Transportation Soil Engineering in Cold Regions, Volume 1

Print ISBN: 978-981-15-0449-5

Electronic ISBN: 978-981-15-0450-1

Copyright Year: 2020

DOI
https://doi.org/10.1007/978-981-15-0450-1_29