Sciences in Cold and Arid Regions ›› 2015, Vol. 7 ›› Issue (4): 316-322.doi: 10.3724/SP.J.1226.2015.00316

• ARTICLES • Previous Articles    

Technological monitoring of subgrade construction on high-temperature permafrost

Svyatoslav Ya. Lutskiy, Taisia V. Shepitko, Alexander M. Cherkasov   

  1. Federal State-Funded Educational Institution of Higher Vocational Education, Moscow State University of Railway Engineering MGUPS (MIIT), Moscow 127994, Russia
  • Received:2015-02-20 Revised:2015-04-25 Published:2018-11-23
  • Contact: Ph.D., Alexander M. Cherkasov, Head of Permafrost Research Laboratory, Federal State-Funded Educational Institution of Higher Vocational Education, Moscow State University of Railway Engineering MGUPS (MIIT), 127994, 9/9 Obraztsova St., Moscow, Russia. Tel: +7-495-6842804; E-mail: miit-niml@mail.ru E-mail:miit-niml@mail.ru
  • Supported by:
    This research was supported by Federal State-Funded Educational Institution of Higher Vocational Education "Moscow State University of Railway Engineering" (MGUPS (MIIT)), JSC "Yamaltransstroy" and LLC "Transstroymekhanisatsiya".

Abstract: Three stages of complex technological monitoring for the increase of high-temperature-permafrost soil bearing capacity are described. The feasibility of process monitoring to improve the targeted strength properties of subgrade bases on frozen soils is demonstrated. The rationale for the necessity of predictive modeling of freeze-thaw actions during the subgrade construction period is provided.

Key words: permafrost soils, subgrade, monitoring, bearing capacity, complex technology

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