AbstractAbout AuthorsReferences
When constructing buildings on permafrost to improve their reliability, it is necessary to eliminate deformations of the foundations as a result of thawing of the permafrost base. This goal is achieved by taking into account and eliminating one of the significant shortcomings of the design solutions developed - the contradictions between the content and the form, in which the form slows down the implementation. The methodology used when developing this topic was a close combination of long-term study in nature in different climatic regions of natural and human factors, influencing the creation and implementation of technical solutions, developing methods for mathematical modeling of thermal processes in soils, studying the causes of Foundation deformations, and participating in scientific support for the design and construction of structures. The results of the work consist in identifying the causes of deformations of buildings, developing their reliable technical solutions, in which the form does not contradict the content. The area of the results application is regions with permafrost distribution. It is concluded that surface cooling in general (and executed in the form of a ventilated underground space – in particular) does not provide the base against thawing. It must be combined with deep cooling. The decrease in the effectiveness of the developed technical solutions and the degree of their implementation is due to contradictions between the content and the form. Technical solutions that increase the reliability of buildings are proposed, they are worked out in terms of the form of their implementation. Three types of landscape design are proposed.
V.V. PASSEK1, Doctor of Sciences (Engineering), General Director (This email address is being protected from spambots. You need JavaScript enabled to view it.);
A.V. NABOKOV2, Candidate of Sciences (Engineering);
Vyach.V. PASSEK1, Candidate of Sciences (Engineering);
V.S. ANDREEV3, Engineer
A.V. NABOKOV2, Candidate of Sciences (Engineering);
Vyach.V. PASSEK1, Candidate of Sciences (Engineering);
V.S. ANDREEV3, Engineer
1 LLC TSLIT (11, Off.31, Igarsky Proezd, Moscow, 129329, Russian Federation)
2 Tyumen Industrial University of (38 Volodarsky Street, Tyumen, 625000, Russian Federation)
3 Foundation "Center for Civil and Social Initiatives of Ugra" (13 Mira Street, Khanty-Mansiysk Autonomous Okrug – Yugra, Russian Federation)
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2. Morteza Sheshpari, Saman Khalilzad (Department Of Civil Engineering, University Of Ottawa). A Review on Permafrost Geotechnics, Foundation Design And New Trends. International Journal of Research in Engineering and Science. Vol. 4. Iss. 10. October. 2016, pp. 59–7159.
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6. Kalinina N.S., Morozov N.V. Architectural, technical and design features.of designing residential and public buildings in the Far North. Sistemnye tekhnologii. 2019. No. 3 (32), рр. 40–46. (In Russian).
7. Okhlopkova T.V., Bakhtina A.A. Features of Construction and Design of Buildings on Permafrost. The Scientific community of students XXI century. Engineering Science: collection of articles on the Mat. LXV international. stud. science.-prakt. Conf. 2009. № 5 (64). (In Russian).
8. RF patent 156217. Ustroistvo dlya okhlazhdeniya grunta [Device for cooling of soil] / Passek V.V., Nabokov A.V., Palavoshev I.N., Maltseva T.V., Kraev A.N., Babuh A.P., Andreev V.S. Declared 27.05.2015. Published 10.11.2015. Bulletein No. 31. (In Russian).
9. RF patent 157618. Zdanie na vechnomerzlykh gruntakh [Building on the permafrost] / Passek V.V., Palavoshev I.N., Nabokov A.V., Babuh A.P., Baev M.A., Bye V.F. Declared 11.06.2015. Published 10.12.2015. Bullein No. 34. (In Russian).
10. RF patent 160273. Zdanie na vechnoi merzlote [Building on the permafrost] / Passek V.V., Tsukanov N.A., Passek Viach.V., Nabokov A.V., Baev M.A., Andreev V.S., Maltseva T.V., Palavoshev I.N. Declared 22.07.2015. Published 10.03.2016. Bulletin No. 7. (In Russian).
11. Kolosov A.O., Povzun E.S. Criterion of choice of foundation’s type depending on conditions of the building and kind of construction. Stroitel’stvo unikal’nykh zdanii i sooruzhenii. 2013. No. 10 (15), pp. 2–14. (In Russian).
12. Shiklomanov N.I., Streletskiy D.A., Swales T.B., Kokorev V.A. Climate Change and Stability of Urban Infrastructure in Russian Permafrost Regions. Geographical Review, Journal of the American Geographical Society of New York. No. 4. October. 2016.
13. Passek V.V., Passek Vach.V., Naurusova G.A. Method permafrost soils temperature regime calculation for foundations of complex composite structures. Vestnik TumGASU. 2015. No. 4, pp. 16–21. (In Russian).
14. Passek V.V., Chukanov N.A., Poz G.M., Grincenco M.I., Andreev V.S. Three-stage permafrost forecasting-most important condition of reliable construction on permafrost. Vestnik TumGASU. 2015. No. 4, pp. 27–32. (In Russian).
15. Passek V.V., Nabokov A.V., Baev. M.A., Maltseva T.V., Bai V.F., Palavoshev I.N. Combination of thermal-control bearing and ventilated underefloor spaces for building on permafrost. Vestnik TumGASU. 2015. No. 4, pp. 33–42. (In Russian).
16. Passek V.V., Baev. M.A, Nabokov A.V., Palavoshev I.N., Babuch A.P., Bai V.F. Combination of thermal-control bearing and thermal insulation for building on permafrost. Vestnik TumGASU. 2015. No. 4, pp. 43–46. (In Russian).
17. Chukanov N.A., Baev M.A, Babuch A.P., Poz G.M. Some features of thermal permafrost soil masses and outside the heated building in different contitions of outside the heated buildings in different conditions of snow deposition near the foundation. Vestnik TuMGASU. 2015. No. 4, pp. 53–59. (In Russian).
2. Morteza Sheshpari, Saman Khalilzad (Department Of Civil Engineering, University Of Ottawa). A Review on Permafrost Geotechnics, Foundation Design And New Trends. International Journal of Research in Engineering and Science. Vol. 4. Iss. 10. October. 2016, pp. 59–7159.
3. Dorofeeva L.V. Infrastructure potential as a factor of competitiveness of Russian regions. Ekonomika Severo-Zapada: problemy i perspektivy razvitiya. 2016. No. 2–3 (51–52), pp. 101–109. (In Russian).
4. Sarvut T.O. Principles of formation of the environment in the Arctic region. Vestnik MGSU. 2018. Vol. 13. No. 2 (113), pp. 130–140. (In Russian).
5. Trifonova K.I., Tkachenko N.V. Design Features of microclimate systems in modern residential buildings of the Republic of Sakha (Yakutia). New ideas of the new century: materials of the FAD TOGU international scientific conference. 2018. Vol. 3, pp. 460–468. (In Russian).
6. Kalinina N.S., Morozov N.V. Architectural, technical and design features.of designing residential and public buildings in the Far North. Sistemnye tekhnologii. 2019. No. 3 (32), рр. 40–46. (In Russian).
7. Okhlopkova T.V., Bakhtina A.A. Features of Construction and Design of Buildings on Permafrost. The Scientific community of students XXI century. Engineering Science: collection of articles on the Mat. LXV international. stud. science.-prakt. Conf. 2009. № 5 (64). (In Russian).
8. RF patent 156217. Ustroistvo dlya okhlazhdeniya grunta [Device for cooling of soil] / Passek V.V., Nabokov A.V., Palavoshev I.N., Maltseva T.V., Kraev A.N., Babuh A.P., Andreev V.S. Declared 27.05.2015. Published 10.11.2015. Bulletein No. 31. (In Russian).
9. RF patent 157618. Zdanie na vechnomerzlykh gruntakh [Building on the permafrost] / Passek V.V., Palavoshev I.N., Nabokov A.V., Babuh A.P., Baev M.A., Bye V.F. Declared 11.06.2015. Published 10.12.2015. Bullein No. 34. (In Russian).
10. RF patent 160273. Zdanie na vechnoi merzlote [Building on the permafrost] / Passek V.V., Tsukanov N.A., Passek Viach.V., Nabokov A.V., Baev M.A., Andreev V.S., Maltseva T.V., Palavoshev I.N. Declared 22.07.2015. Published 10.03.2016. Bulletin No. 7. (In Russian).
11. Kolosov A.O., Povzun E.S. Criterion of choice of foundation’s type depending on conditions of the building and kind of construction. Stroitel’stvo unikal’nykh zdanii i sooruzhenii. 2013. No. 10 (15), pp. 2–14. (In Russian).
12. Shiklomanov N.I., Streletskiy D.A., Swales T.B., Kokorev V.A. Climate Change and Stability of Urban Infrastructure in Russian Permafrost Regions. Geographical Review, Journal of the American Geographical Society of New York. No. 4. October. 2016.
13. Passek V.V., Passek Vach.V., Naurusova G.A. Method permafrost soils temperature regime calculation for foundations of complex composite structures. Vestnik TumGASU. 2015. No. 4, pp. 16–21. (In Russian).
14. Passek V.V., Chukanov N.A., Poz G.M., Grincenco M.I., Andreev V.S. Three-stage permafrost forecasting-most important condition of reliable construction on permafrost. Vestnik TumGASU. 2015. No. 4, pp. 27–32. (In Russian).
15. Passek V.V., Nabokov A.V., Baev. M.A., Maltseva T.V., Bai V.F., Palavoshev I.N. Combination of thermal-control bearing and ventilated underefloor spaces for building on permafrost. Vestnik TumGASU. 2015. No. 4, pp. 33–42. (In Russian).
16. Passek V.V., Baev. M.A, Nabokov A.V., Palavoshev I.N., Babuch A.P., Bai V.F. Combination of thermal-control bearing and thermal insulation for building on permafrost. Vestnik TumGASU. 2015. No. 4, pp. 43–46. (In Russian).
17. Chukanov N.A., Baev M.A, Babuch A.P., Poz G.M. Some features of thermal permafrost soil masses and outside the heated building in different contitions of outside the heated buildings in different conditions of snow deposition near the foundation. Vestnik TuMGASU. 2015. No. 4, pp. 53–59. (In Russian).
For citation: Passek V.V., Nabokov A.V., Passek Vyach.V., Andreev V.S. Contradictions of the content and form of construction structures on permafrost. Zhilishchnoe Stroitel’stvo [Housing Construction]. 2020. No. 4–5, pp. 49–55. (In Russian). DOI: https://doi.org/10.31659/0044-4472-2020-4-5-49-55