MATEC Web Conf.
Volume 73, 2016XV International Conference “Topical Problems of Architecture, Civil Engineering, Energy Efficiency and Ecology – 2016”
|Number of page(s)||7|
|Section||Construction in the Arctic and permafrost|
|Published online||11 August 2016|
Strengthening Thawed Permafrost Base Railway Embankments Cutting Berms
1 Far Eastern State Transport University, 680021 Seryshev str. 47, Khabarovsk, Russia
2 St. Petersburg State Transport University, 190031 Moskovsky pr. 9, Saint-Petersburg, Russia
3 Saint-Petersburg State University of Architecture and Civil Engineering, 190005 2-nd Krasnoarmeiskaya st. 4, Saint-Petersburg, Russia
* Corresponding author: firstname.lastname@example.org
The paper presents the results of a long-term survey of freeze and thaw action conducted at the railroad sections under reconstruction on the permafrost area of the second line of the Baikal-Amur Mainline. The thermophysical research of freeze and thaw action was carried out as well as the calculation of stress-strain distributions and deformation ranges of the roadbed and the subgrade support. The calculations were made by the numerical modeling method with the «FEMmodels» complex. The modeling results help choose the roadbed rational designs that decrease the volumes of deformations to the acceptable ones.
© The Authors, published by EDP Sciences, 2016
This is an Open Access article distributed under the terms of the Creative Commons Attribution License 4.0, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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