Thermal insulation systems for road bases with foam glass gravel

The article discusses the systems of roadbed construction on permafrost and heaving soils with foam glass gravel backfill. The aim of the research was to substantiate the expediency of using foam glass gravel in roadway insulation systems on problematic, including heaving and permafrost soils. This...

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Main Authors: Semenov Vyacheslav, Bessonov Igor, Zhukov Aleksey, Mednikova Elizaveta, Govryakov Ilya
Format: Article in Journal/Newspaper
Language:English
Published: Peter the Great St. Petersburg Polytechnic University 2022
Subjects:
Online Access:https://doi.org/10.34910/MCE.110.3
https://doaj.org/article/f4e3f430e91247e08d5141a10c4720a4
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spelling ftdoajarticles:oai:doaj.org/article:f4e3f430e91247e08d5141a10c4720a4 2023-05-15T17:56:50+02:00 Thermal insulation systems for road bases with foam glass gravel Semenov Vyacheslav Bessonov Igor Zhukov Aleksey Mednikova Elizaveta Govryakov Ilya 2022-04-01T00:00:00Z https://doi.org/10.34910/MCE.110.3 https://doaj.org/article/f4e3f430e91247e08d5141a10c4720a4 EN eng Peter the Great St. Petersburg Polytechnic University http://engstroy.spbstu.ru/article/2022.110.03/ https://doaj.org/toc/2712-8172 2712-8172 doi:10.34910/MCE.110.3 https://doaj.org/article/f4e3f430e91247e08d5141a10c4720a4 Magazine of Civil Engineering, Vol 110, Iss 02 (2022) foam glass gravel heat-insulating material permafrost road system exploitation stability soil freezing level temperature field Engineering (General). Civil engineering (General) TA1-2040 article 2022 ftdoajarticles https://doi.org/10.34910/MCE.110.3 2022-12-31T01:31:11Z The article discusses the systems of roadbed construction on permafrost and heaving soils with foam glass gravel backfill. The aim of the research was to substantiate the expediency of using foam glass gravel in roadway insulation systems on problematic, including heaving and permafrost soils. This goal was achieved by determining the properties of foam glass gravel, as well as calculating the thermal characteristics and temperature fields in the roadbed. The strength of foam glass gravel, depending on its degree of compaction (from 10 to 50 %), is in the range of 0.90.1.58 MPa, and the thermal conductivity coefficient is from 0.087 to 0.099 W/(m°C). It was found that the water absorption of gravel by volume does not exceed 1.8 %, and the sorption humidity does not exceed 4.2 %. The novelty of the work lies in a comprehensive study of insulation systems using domestically produced foam glass gravel using digital imitation of heat transfer and modeling of the formation of temperature fields. It has been established that the use of heat-insulating backfill of foam glass gravel with a thickness of 0.25 m allows to protect the permafrost soil of the road base from thawing, and to limit the freezing depth to 0.2 m, versus 2.6 m without heat-insulating layer – in case of protection of the road base from freezing. The significance of the research is the development of constructive solutions for the use of foam glass gravel in roadway insulation systems, arranged on problem soils in permafrost conditions and on soils with frost heaving. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles
institution Open Polar
collection Directory of Open Access Journals: DOAJ Articles
op_collection_id ftdoajarticles
language English
topic foam glass gravel
heat-insulating material
permafrost
road system
exploitation stability
soil
freezing level
temperature field
Engineering (General). Civil engineering (General)
TA1-2040
spellingShingle foam glass gravel
heat-insulating material
permafrost
road system
exploitation stability
soil
freezing level
temperature field
Engineering (General). Civil engineering (General)
TA1-2040
Semenov Vyacheslav
Bessonov Igor
Zhukov Aleksey
Mednikova Elizaveta
Govryakov Ilya
Thermal insulation systems for road bases with foam glass gravel
topic_facet foam glass gravel
heat-insulating material
permafrost
road system
exploitation stability
soil
freezing level
temperature field
Engineering (General). Civil engineering (General)
TA1-2040
description The article discusses the systems of roadbed construction on permafrost and heaving soils with foam glass gravel backfill. The aim of the research was to substantiate the expediency of using foam glass gravel in roadway insulation systems on problematic, including heaving and permafrost soils. This goal was achieved by determining the properties of foam glass gravel, as well as calculating the thermal characteristics and temperature fields in the roadbed. The strength of foam glass gravel, depending on its degree of compaction (from 10 to 50 %), is in the range of 0.90.1.58 MPa, and the thermal conductivity coefficient is from 0.087 to 0.099 W/(m°C). It was found that the water absorption of gravel by volume does not exceed 1.8 %, and the sorption humidity does not exceed 4.2 %. The novelty of the work lies in a comprehensive study of insulation systems using domestically produced foam glass gravel using digital imitation of heat transfer and modeling of the formation of temperature fields. It has been established that the use of heat-insulating backfill of foam glass gravel with a thickness of 0.25 m allows to protect the permafrost soil of the road base from thawing, and to limit the freezing depth to 0.2 m, versus 2.6 m without heat-insulating layer – in case of protection of the road base from freezing. The significance of the research is the development of constructive solutions for the use of foam glass gravel in roadway insulation systems, arranged on problem soils in permafrost conditions and on soils with frost heaving.
format Article in Journal/Newspaper
author Semenov Vyacheslav
Bessonov Igor
Zhukov Aleksey
Mednikova Elizaveta
Govryakov Ilya
author_facet Semenov Vyacheslav
Bessonov Igor
Zhukov Aleksey
Mednikova Elizaveta
Govryakov Ilya
author_sort Semenov Vyacheslav
title Thermal insulation systems for road bases with foam glass gravel
title_short Thermal insulation systems for road bases with foam glass gravel
title_full Thermal insulation systems for road bases with foam glass gravel
title_fullStr Thermal insulation systems for road bases with foam glass gravel
title_full_unstemmed Thermal insulation systems for road bases with foam glass gravel
title_sort thermal insulation systems for road bases with foam glass gravel
publisher Peter the Great St. Petersburg Polytechnic University
publishDate 2022
url https://doi.org/10.34910/MCE.110.3
https://doaj.org/article/f4e3f430e91247e08d5141a10c4720a4
genre permafrost
genre_facet permafrost
op_source Magazine of Civil Engineering, Vol 110, Iss 02 (2022)
op_relation http://engstroy.spbstu.ru/article/2022.110.03/
https://doaj.org/toc/2712-8172
2712-8172
doi:10.34910/MCE.110.3
https://doaj.org/article/f4e3f430e91247e08d5141a10c4720a4
op_doi https://doi.org/10.34910/MCE.110.3
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