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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Kozlov, I. (2020). Stress–Strain State of Railway Embankment with the Use of Mineral Geoecoprotective Material. In: Petriaev, A., Konon, A. (eds) Transportation Soil Engineering in Cold Regions, Volume 1. Lecture Notes in Civil Engineering, vol 49. Springer, Singapore. https://doi.org/10.1007/978-981-15-0450-1_29
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DOI: https://doi.org/10.1007/978-981-15-0450-1_29
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