To provide resistance of ballasted section (on weak basis) during railway modernization
| Autor: | A. V. Nikolaichuk, A. S. Lytvynenko, I. V. Liakhovyi, I. P. Hameliak, H. V. Zhurba |
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| Rok vydání: | 2011 |
| Předmět: |
Resistance (ecology)
lcsh:TA1001-1280 General Medicine geosynthetics strengthening the soils of basement and slopes of deep embankments Modernization theory Civil engineering Section (archaeology) ballast prism on weak basis Geotechnical engineering Bearing capacity lcsh:Transportation engineering Geosynthetics Geology |
| Zdroj: | Nauka ta progres transportu, Vol 38, Pp 157-161 (2011) |
| ISSN: | 2307-6666 2307-3489 |
| DOI: | 10.15802/stp2011/6830 |
| Popis: | In the article the issue of provision of stability of road bed on weak basis with application of geosynthetics is considered. Due to calculations of earthfill with bearing capacity, deformations and stability the substantiated application of geosynthetics to strengthen the soils of basement and slopes of deep embankments is possible. |
| Databáze: | OpenAIRE |
| Externí odkaz: |
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