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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".

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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

Ashpiz ES, Vavrinuk TS, 2012. Assessment of embankments stability in view of consolidation processes in foundation soil in permafrost areas. In: New Technology of Railway Engineering. Proceedings, 2nd International Conference on Railway Engineering. Beijing:China Railway Publishing House.
Ashpiz ES, 2002.Subgrade Monitoring during Operation of Railroads. Moscow: Put-Press.
Federal law, 2009. Federal law of 30.12.2009 No. 384: The Technical Regulations On the Safety of Buildings and Structures.
Goldstein MN, 1979.Mechanical Properties of Soils. Moscow: Stroyizdat.
Isakov AL, 2010. Comparative analysis of soil deformation models for the calculation of stress-strain deformed condition of subgrades. In: IsakovAL, KovalevYL(eds.). Report of Siberian State University of Railway Engineering (SSURE). Novosibirsk: SSURE, 23: 63-68.
Kondratiev VG, 2001. Active Methods of Subgrade Base Reinforcement on Permafrost Soils. Chita, Russia: ZabtransCo..
Konovalov PA, Zekhniev F, Bezvolev SG, 2002. Assessment of performance for weak subgrade pre-consolidation by supercharge loading. Bases, Foundations and Soil Mechanics, 2: 18-22.
Li GY, Li N, Quan XJ, 2006. The temperature features for different ventilated-duct embankments with adjustable shutters in the Qinghai-Tibet railway. Cold Regions Science and Technology, 44: 99-110.DOI: 10.1016/j.coldregions.2005.08.002.
Liu JK, Peng LY, 2009. Experimental study on the unconfined compression of a thawing soil. Cold Regions Science and Technology, 58: 92-96. DOI: 10.1016/j.coldregions.2009.03.008.
LutskiySYa, Apshiz ES, Dolgov DV, 2005. Road Bed and the Construction Method for It. Patent No. 2005104907/09(006247). Moscow: FIIP.
LutskiySYa, Shepitko TV, Cherkasov AM, 2013. Composite technology of earthwork construction on taliks in cryolithic zones. Cold Regions Science and Technology, 5: 577-581. DOI: 10.3724/SP.J.1226.2013.00577.
LutskiySYa, Shepitko TV, Tokarev PM, et al., 2009.Construction of Transport Routes in the Northern Regions.Moscow:LATMES.
NIIOSP them.NM Gersevanov, 2012a. GOST 20276-2012, Soils. Field methods for determining the strength and deformability.Moscow: Research, Design and Survey and Design Institute of Technology Foundations and Underground Structures (NIIOSP) them. NM Gersevanov.
NIIOSP them.NM Gersevanov, 2012b. SP 25.13330.2012, Code of Practice: Foundations and Groundwork on Permafrost Soil. Moscow: Research, Design and Survey and Design Institute of Technology Foundations and Underground Structures (NIIOSP) them. NM Gersevanov.
Schreder R, 2011. Compaction. Augsburg, Germany: HAMM AG/Wirtgen Group.
Shakhunyants GM, 1953. Railroad Subgrade.Moscow: Transzheldorizdat.
Shashkin AG, 2010.Description of argillaceous soil deformation behavior with viscoelastic plastic model.Geotechnical Engineering, 4: 28-32.
Tsernant AA, 2013. Innovative technologies for the control of soil mass temperature for transport infrastructure facilities in Arctic regions. Construction Materials, Equipment and Technologies of the XXI Century, 3: 26-31.
TSNIIS, 1990.VSN 61-89, Surveys, design and construction of railroads in permafrost areas.Moscow: Research Institute of Transport Construction (TSNIIS).
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