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In-depth improvement of soil at the base of roads on taliks |
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| Authors: | Alexey Y. Burukin Svyatoslav Ya. Lutskiy Konstantin N. Khripkov |
| Affiliation: | Open Joint Stock Company, USK MOST (OJSC "USK MOST"), Moscow 117246, Russia;Federal State-Funded Educational Institution of Higher Vocational Education, Moscow State University of Railway Engineering, MGUPS (MIIT), Moscow 127994, Russia;Federal State-Funded Educational Institution of Higher Vocational Education, Moscow State University of Railway Engineering, MGUPS (MIIT), Moscow 127994, Russia |
| Abstract: | The article presents a new technological solution to improve the safety of embankment bases on taliks during construction periods. The use of geotextile-sleeved sand columns and geogrids on low-temperature permafrost is investigated. The correlations between mechanical and temperature processes under this in-depth base improvement method are calculated. |
| Keywords: | permafrost embankment base improvement geotextile geogrid |
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