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Sciences in Cold and Arid Regions ›› 2015, Vol. 7 ›› Issue (5): 475-481.doi: 10.3724/SP.J.1226.2015.00475

• ARTICLES • Previous Articles    

In-depth improvement of soil at the base of roads on taliks

Alexey Y. Burukin1, Svyatoslav Ya. Lutskiy2, Konstantin N. Khripkov2   

  1. 1. Open Joint Stock Company, USK MOST (OJSC "USK MOST"), Moscow 117246, Russia
    2. Federal State-Funded Educational Institution of Higher Vocational Education, Moscow State University of Railway Engineering, MGUPS (MIIT), Moscow 127994, Russia
  • Received:2015-03-12 Revised:2015-05-20 Published:2018-11-23
  • Contact: Ph.D., Alexey Y. Burukin, Deputy Manager of Department for Government Contract Management, Open Joint Stock Company, USK MOST (OJSC "USK MOST"), 13 Nauchny Proyezd, Moscow 117246, Russia. Tel: +7 (499) 131-30-63 (3229); E-mail: dom_teh@mail.ru E-mail:dom_teh@mail.ru

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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.

Key words: permafrost, embankment, base improvement, geotextile, geogrid

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