Issue |
E3S Web Conf.
Volume 49, 2018
SOLINA 2018 - VII Conference SOLINA Sustainable Development: Architecture - Building Construction - Environmental Engineering and Protection Innovative Energy-Efficient Technologies - Utilization of Renewable Energy Sources
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Article Number | 00046 | |
Number of page(s) | 7 | |
DOI | https://doi.org/10.1051/e3sconf/20184900046 | |
Published online | 13 August 2018 |
Soil freezing and the depth of spread foundations
Bialystok University of Technology, Faculty of Civil Engineering and Environmental Engineering, Poland
* Corresponding author: i.ickiewicz@pb.edu.pl
This paper presents the possibility for setting heated building foundations at a depth lower than the level of „zero” isothermal line. In order for the foundation not to be susceptible to damage due to its exposure to negative temperatures, an appropriate thermal insulation was proposed. For the suggested thermal insulation - by means of numerical methods - a calculation of temperature distribution in the vicinity of the foundations was carried out. Based on the analysis of the obtained results, an optimal setting depth for insulated foundations was proposed.
© The Authors, published by EDP Sciences, 2018
This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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