Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing
In this research papers, several fundamental questions connected with the assessment of the influence of subgrade stabilization using the geogrid reinforcing method on deformability of subgrade during thawing are considered, as also the basic provisions of methods of calculation of the stress-strain...
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ftdoajarticles:oai:doaj.org/article:44c76abcb731496cb4ea161a01addc80 2024-02-27T08:44:32+00:00 Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing Petriaev Andrey Zhuravlev Igor Sviatogorova Anastasia 2023-01-01T00:00:00Z https://doi.org/10.1051/e3sconf/202346010047 https://doaj.org/article/44c76abcb731496cb4ea161a01addc80 EN FR eng fre EDP Sciences https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/97/e3sconf_bft2023_10047.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202346010047 https://doaj.org/article/44c76abcb731496cb4ea161a01addc80 E3S Web of Conferences, Vol 460, p 10047 (2023) Environmental sciences GE1-350 article 2023 ftdoajarticles https://doi.org/10.1051/e3sconf/202346010047 2024-01-28T01:49:46Z In this research papers, several fundamental questions connected with the assessment of the influence of subgrade stabilization using the geogrid reinforcing method on deformability of subgrade during thawing are considered, as also the basic provisions of methods of calculation of the stress-strain state of subgrade reinforced by geogrids during thawing. Several practically significant tasks, such as reduction of general deformability, reduction of uneven distribution of deformations, increase of bearing capacity, and ensuring the stability of earth bed during thawing, can be solved by using modern geomaterials in the construction of earth bed. In order to determine the degree of change in the deformation characteristics of the ground reinforced with planar geomaterials under varying factors of structural, operational, and technological nature, a series of laboratory stamping tests were performed. The test outcomes showed an increase in the total deformation modulus of reinforced soil, depending on the realized variant of reinforcement, under the condition of full inclusion of geomaterial in the work under load, and being the most essential for recompacted soils. The paper proposes a method of accounting for the influence of reinforcing layers of geomaterial on the deformability and bearing capacity of the earth bed during thawing using a conventionally homogeneous equivalent layer with parameters determined by the outcomes of die tests. The proposed method of calculating the stress-strain state of an earth bed reinforced with geogrids during thawing is based on the use of the finite element method and is an effective tool for solving practical tasks of railway construction, including permafrost conditions. Article in Journal/Newspaper permafrost Directory of Open Access Journals: DOAJ Articles E3S Web of Conferences 460 10047 |
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Directory of Open Access Journals: DOAJ Articles |
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English French |
topic |
Environmental sciences GE1-350 |
spellingShingle |
Environmental sciences GE1-350 Petriaev Andrey Zhuravlev Igor Sviatogorova Anastasia Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
topic_facet |
Environmental sciences GE1-350 |
description |
In this research papers, several fundamental questions connected with the assessment of the influence of subgrade stabilization using the geogrid reinforcing method on deformability of subgrade during thawing are considered, as also the basic provisions of methods of calculation of the stress-strain state of subgrade reinforced by geogrids during thawing. Several practically significant tasks, such as reduction of general deformability, reduction of uneven distribution of deformations, increase of bearing capacity, and ensuring the stability of earth bed during thawing, can be solved by using modern geomaterials in the construction of earth bed. In order to determine the degree of change in the deformation characteristics of the ground reinforced with planar geomaterials under varying factors of structural, operational, and technological nature, a series of laboratory stamping tests were performed. The test outcomes showed an increase in the total deformation modulus of reinforced soil, depending on the realized variant of reinforcement, under the condition of full inclusion of geomaterial in the work under load, and being the most essential for recompacted soils. The paper proposes a method of accounting for the influence of reinforcing layers of geomaterial on the deformability and bearing capacity of the earth bed during thawing using a conventionally homogeneous equivalent layer with parameters determined by the outcomes of die tests. The proposed method of calculating the stress-strain state of an earth bed reinforced with geogrids during thawing is based on the use of the finite element method and is an effective tool for solving practical tasks of railway construction, including permafrost conditions. |
format |
Article in Journal/Newspaper |
author |
Petriaev Andrey Zhuravlev Igor Sviatogorova Anastasia |
author_facet |
Petriaev Andrey Zhuravlev Igor Sviatogorova Anastasia |
author_sort |
Petriaev Andrey |
title |
Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
title_short |
Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
title_full |
Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
title_fullStr |
Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
title_full_unstemmed |
Influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
title_sort |
influence of subtitle base stabilization with geogrids on the deformability of the earth bed during thawing |
publisher |
EDP Sciences |
publishDate |
2023 |
url |
https://doi.org/10.1051/e3sconf/202346010047 https://doaj.org/article/44c76abcb731496cb4ea161a01addc80 |
genre |
permafrost |
genre_facet |
permafrost |
op_source |
E3S Web of Conferences, Vol 460, p 10047 (2023) |
op_relation |
https://www.e3s-conferences.org/articles/e3sconf/pdf/2023/97/e3sconf_bft2023_10047.pdf https://doaj.org/toc/2267-1242 2267-1242 doi:10.1051/e3sconf/202346010047 https://doaj.org/article/44c76abcb731496cb4ea161a01addc80 |
op_doi |
https://doi.org/10.1051/e3sconf/202346010047 |
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E3S Web of Conferences |
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460 |
container_start_page |
10047 |
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1792052977773576192 |