Sciences in Cold and Arid Regions ›› 2017, Vol. 9 ›› Issue (3): 321-324.doi: 10.3724/SP.J.1226.2017.00321
• ARTICLES • Previous Articles
S. Ya. Lutskiy1, T. V. Shepitko1, Alexey Y. Burukin2
Ashpiz ES, 2002. Subgrade Monitoring during Operation of Railroads. Moscow: in Press. Burukin AY, Lutskiy SY, Khripkov KN, 2015. In-depth improvement of soil at the base of roads on taliks. Cold Regions Science and Technology, 7(5): 475-481. DOI: 10.3724/SP.J.1226.2015. 00475. 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: Isakov AL, Kovalev YL (eds.). Report of Siberian State University of Railway Engineering (SSURE). Novosibirsk: SSURE, 23: 63-68. Khrustalev LN, 2005. Basic Geotechnics in Cryolithozone. Moscow: Lomonosov Moscow State University (MGU). Kondratiev VG, 2001. Active Methods of Embankment Base Reinforcement on Permafrost Soils. Chita, Russia: Zabtrans Co.. 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. Lutskiy SYa, 2005. Guidelines on Intensive Technology and Monitoring of Construction of the Earthwork Structures on Weak Base. Moscow: TIMR. Lutskiy SYa, Apshiz ES, Dolgov DV, 2005. Road Bed and the Construction Method for It. Patent No. 2005104907/09(006247).Moscow: FⅡP. Lutskiy SYa, ShepitkoTV, CherkasovAM, 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. NⅡOSP them. N.M. 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. N.M. Gersevanov. NⅡOSP them. N.M. 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. N.M. Gersevanov. Schreder R, 2011. Compaction. Augsburg, Germany: HAMM AG/Wirtgen Group. Shakhunyants GM, 1987. Railway Track. Moscow: Transport. 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. |
[1] | Bing Liu,WenZhi Zhao,YangYang Meng,Chan Liu. Biodiversity, productivity, and temporal stability in a natural grassland ecosystem of China [J]. Sciences in Cold and Arid Regions, 2018, 10(4): 293-304. |
[2] | Ajigul Mamut, Mamattursun Eziz, Anwar Mohammad, Mattohti Anayit, Atiyagul Rixit. Contamination and risk assessment of heavy metals in farmland soils of Baghrash County, Xinjiang, Northwest China [J]. Sciences in Cold and Arid Regions, 2017, 9(5): 467-475. |
[3] | Evgeny S. Ashpiz, Tatyana S. Vavrinyuk. Strengthening long-term embankments maintained on permafrost soils [J]. Sciences in Cold and Arid Regions, 2017, 9(3): 317-320. |
|