• ARTICLES • Previous Articles
Aleksey Lanis1, Denis Razuvaev2
| Ashpiz ES, 2012. Development of railroad subgrade in permafrost zones. Science and transport, 4: 18-21.
Belenkov EV, Zhdanova SM, 2013. Subgrade on permafrost soils under long-term functioning. Tracks and trackside, 1: 24-28.
Dydyshko PI, 2012. Stabilization of permafrost embankments. Tracks and Trackside, 4: 31-34.
Isakov AL, 2012. A discrete thermophysical model for subgrade soil freezing. Transport Urala, 2: 121.
Isakov AL, Lavrova AU, 2015. Accounting for the solar radiation in thermal regime prediction for railway subgrade in cold regions. Sciences in Cold and Arid Regions, 7(4): 293-299. DOI: 10.3724/ SP.J.1226/00293. [DOI:10.3724/SP.J.1226/00293]
Kropachev DYu, 2012. Monitoring of temperature in permafrost soils. Tracks and trackside, 12: 12-16.
National Association of Surveyors, 2013. SP 47.13330.2012 Engineering Surveys for Construction. General Statements, pp. 97.
NIOSP them. NM Gersevanov, 2012a. State Standard 12248-2010. Soils. Methods for Laboratory Evaluation of Strength and Deformability Characteristics, pp. 162.
NIOSP them. NM Gersevanov, 2012b. State Standard 25358-2013. Soils. A Method for Field Evaluation of Temperature, pp. 16.
NIOSP them. NM Gersevanov, 2012c. SP 25.13330.2012. Permafrost Bases and footings, pp. 98.
NIOSP them. NM Gersevanov, 2013. State Standard 20276-2011. Soils. Methods for Field Evaluation of Strength and Deformability Characteristics, pp. 93.
PNⅡS at Gosstroy Rossii, 1998. SP 11-105-97 Engineering-Geological Surveys for Construction. Part I. General Rules for Construction Works, pp, 54.
PNⅡS at Gosstroy Rossii, 2000. SP 11-105-97 Engineering-Geological Surveys for Construction. Part IV. Rules of Works Execution in Permafrost Regions, pp. 71.
Razuvaev DA, 2013. Determination of the deformation characteristics of the subgrade capping layer. Siberian State Automobile and Highway University, 4(32): 71-75.
|No related articles found!|