Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils

Purpose: Analysis of accumulated experience in the design and construction of buildings in areas with permafrost and seismic activity. Methods: Statistical and analytical methods have been applied. Results: The areas of distribution of both permafrost soils and seismics on the territory of Russia ar...

Full description

Bibliographic Details
Published in:Proceedings of Petersburg Transport University
Main Authors: Pegin Pavel, Filimonov Daniil Sergeevich
Format: Text
Language:Russian
Published: FSBEI HE "Emperor Alexander I St. Petersburg State Transport University" 2023
Subjects:
Online Access:https://doi.org/10.20295/1815-588X-2023-4-878-890
id ftinfram:oai:naukaru.ru:art_72387
record_format openpolar
spelling ftinfram:oai:naukaru.ru:art_72387 2024-01-14T10:09:49+01:00 Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils Pegin Pavel Filimonov Daniil Sergeevich 2023-12-17 https://doi.org/10.20295/1815-588X-2023-4-878-890 ru rus FSBEI HE "Emperor Alexander I St. Petersburg State Transport University" 10.20295/1815-588X-2023-4-878-890 https://doi.org/10.20295/1815-588X-2023-4-878-890 Text 2023 ftinfram https://doi.org/10.20295/1815-588X-2023-4-878-890 2023-12-19T17:41:06Z Purpose: Analysis of accumulated experience in the design and construction of buildings in areas with permafrost and seismic activity. Methods: Statistical and analytical methods have been applied. Results: The areas of distribution of both permafrost soils and seismics on the territory of Russia are considered. The review and analysis of the principles of construction on permafrost soils is given. 2 main methods of preserving the foundation soils in a frozen state using principle I of construction and 3 combined options when pairing a pile foundation with a ventilated underground, filling and cooling devices are considered and analyzed. The conclusion is made about the construction using principle I, where a pile foundation with a high pile grillage and a ventilated underground is preferred as a foundation, since the piles of this foundation act as a flexible connection between the aboveground part of the building and the base. In case of seismic impact, this foundation perceives the action of vertical and horizontal seismic loads, as well as the action of the tipping moment. In the case when it is impossible to keep the foundation in a frozen state under buildings, it is necessary to use principle II, which is implemented due to the coefficient of safety and rigidity of building structures, as well as pre-construction measures aimed at thawing, pre-compaction or partial replacement of natural subsidence soils, increasing the depth of foundation laying or regulation of the thawing zone due to planning decisions or applications of devices for heat removal. It is revealed that spatial foundation platforms are effective earthquake-resistant structures of foundations on permafrost soils using principle II in conditions of seismic activity. The analysis of the design experience on permafrost soils in seismically active areas is carried out. Practical significance: It is proposed to use principle I of construction of earthquake-resistant buildings on permafrost soils (in cases where permafrost preservation is ... Text permafrost Scientific Publishing Center INFRA - M Proceedings of Petersburg Transport University 20 4 878 890
institution Open Polar
collection Scientific Publishing Center INFRA - M
op_collection_id ftinfram
language Russian
description Purpose: Analysis of accumulated experience in the design and construction of buildings in areas with permafrost and seismic activity. Methods: Statistical and analytical methods have been applied. Results: The areas of distribution of both permafrost soils and seismics on the territory of Russia are considered. The review and analysis of the principles of construction on permafrost soils is given. 2 main methods of preserving the foundation soils in a frozen state using principle I of construction and 3 combined options when pairing a pile foundation with a ventilated underground, filling and cooling devices are considered and analyzed. The conclusion is made about the construction using principle I, where a pile foundation with a high pile grillage and a ventilated underground is preferred as a foundation, since the piles of this foundation act as a flexible connection between the aboveground part of the building and the base. In case of seismic impact, this foundation perceives the action of vertical and horizontal seismic loads, as well as the action of the tipping moment. In the case when it is impossible to keep the foundation in a frozen state under buildings, it is necessary to use principle II, which is implemented due to the coefficient of safety and rigidity of building structures, as well as pre-construction measures aimed at thawing, pre-compaction or partial replacement of natural subsidence soils, increasing the depth of foundation laying or regulation of the thawing zone due to planning decisions or applications of devices for heat removal. It is revealed that spatial foundation platforms are effective earthquake-resistant structures of foundations on permafrost soils using principle II in conditions of seismic activity. The analysis of the design experience on permafrost soils in seismically active areas is carried out. Practical significance: It is proposed to use principle I of construction of earthquake-resistant buildings on permafrost soils (in cases where permafrost preservation is ...
format Text
author Pegin Pavel
Filimonov Daniil Sergeevich
spellingShingle Pegin Pavel
Filimonov Daniil Sergeevich
Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils
author_facet Pegin Pavel
Filimonov Daniil Sergeevich
author_sort Pegin Pavel
title Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils
title_short Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils
title_full Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils
title_fullStr Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils
title_full_unstemmed Features of Design and Construction of Buildings in Seismically Hazardous Areas with Permafrost Soils
title_sort features of design and construction of buildings in seismically hazardous areas with permafrost soils
publisher FSBEI HE "Emperor Alexander I St. Petersburg State Transport University"
publishDate 2023
url https://doi.org/10.20295/1815-588X-2023-4-878-890
genre permafrost
genre_facet permafrost
op_relation 10.20295/1815-588X-2023-4-878-890
https://doi.org/10.20295/1815-588X-2023-4-878-890
op_doi https://doi.org/10.20295/1815-588X-2023-4-878-890
container_title Proceedings of Petersburg Transport University
container_volume 20
container_issue 4
container_start_page 878
op_container_end_page 890
_version_ 1788064392975220736