Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade

In the alpine mountain area, the stability of the steep-slope permafrost subgrade is mainly affected by the temperature variation in the frozen soil layer at the base of the road. Under the conditions of climate warming and engineering-related disturbance, the cooling of the subgrade is an urgent pr...

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Published in:Sustainability
Main Authors: Zhe Cheng, Zhilong Zhang, Guang Liu, Ying Wu
Format: Text
Language:English
Published: Multidisciplinary Digital Publishing Institute 2023
Subjects:
Online Access:https://doi.org/10.3390/su15021180
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spelling ftmdpi:oai:mdpi.com:/2071-1050/15/2/1180/ 2023-08-20T04:09:12+02:00 Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade Zhe Cheng Zhilong Zhang Guang Liu Ying Wu agris 2023-01-09 application/pdf https://doi.org/10.3390/su15021180 EN eng Multidisciplinary Digital Publishing Institute Sustainable Engineering and Science https://dx.doi.org/10.3390/su15021180 https://creativecommons.org/licenses/by/4.0/ Sustainability; Volume 15; Issue 2; Pages: 1180 steep-slope permafrost half-cut and half-fill subgrade non-linear vent pipe gravel layer cooling effect Text 2023 ftmdpi https://doi.org/10.3390/su15021180 2023-08-01T08:11:40Z In the alpine mountain area, the stability of the steep-slope permafrost subgrade is mainly affected by the temperature variation in the frozen soil layer at the base of the road. Under the conditions of climate warming and engineering-related disturbance, the cooling of the subgrade is an urgent problem to be solved in the field of construction. In this paper, the numerical calculation method, combined with data monitored in situ, is used to study the cooling effects of several subgrade cooling measures, in which the non-linear ventilation pipe and rubble layer are combined. The results show the following: (1) the temperature field of the steep-slope subgrade is clearly different in lateral terms—after 20 years of operation, the maximum difference in the melting depth between the left shoulder and the subgrade center is 3 m; (2) the maximum melting depth of the gravel subgrade center is 3.85 m, while the maximum difference in the melting depth between the left shoulder and the subgrade center is 2.3 m; (3) the cooling effect of the composite measures is noteworthy, and a −2.2 °C freezing area appears under the subgrade. Text permafrost MDPI Open Access Publishing Sustainability 15 2 1180
institution Open Polar
collection MDPI Open Access Publishing
op_collection_id ftmdpi
language English
topic steep-slope permafrost
half-cut and half-fill subgrade
non-linear vent pipe gravel layer
cooling effect
spellingShingle steep-slope permafrost
half-cut and half-fill subgrade
non-linear vent pipe gravel layer
cooling effect
Zhe Cheng
Zhilong Zhang
Guang Liu
Ying Wu
Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade
topic_facet steep-slope permafrost
half-cut and half-fill subgrade
non-linear vent pipe gravel layer
cooling effect
description In the alpine mountain area, the stability of the steep-slope permafrost subgrade is mainly affected by the temperature variation in the frozen soil layer at the base of the road. Under the conditions of climate warming and engineering-related disturbance, the cooling of the subgrade is an urgent problem to be solved in the field of construction. In this paper, the numerical calculation method, combined with data monitored in situ, is used to study the cooling effects of several subgrade cooling measures, in which the non-linear ventilation pipe and rubble layer are combined. The results show the following: (1) the temperature field of the steep-slope subgrade is clearly different in lateral terms—after 20 years of operation, the maximum difference in the melting depth between the left shoulder and the subgrade center is 3 m; (2) the maximum melting depth of the gravel subgrade center is 3.85 m, while the maximum difference in the melting depth between the left shoulder and the subgrade center is 2.3 m; (3) the cooling effect of the composite measures is noteworthy, and a −2.2 °C freezing area appears under the subgrade.
format Text
author Zhe Cheng
Zhilong Zhang
Guang Liu
Ying Wu
author_facet Zhe Cheng
Zhilong Zhang
Guang Liu
Ying Wu
author_sort Zhe Cheng
title Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade
title_short Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade
title_full Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade
title_fullStr Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade
title_full_unstemmed Study on the Effect of Non-Linear Ventilation Pipe Composite Measures on the Slope Permafrost Subgrade
title_sort study on the effect of non-linear ventilation pipe composite measures on the slope permafrost subgrade
publisher Multidisciplinary Digital Publishing Institute
publishDate 2023
url https://doi.org/10.3390/su15021180
op_coverage agris
genre permafrost
genre_facet permafrost
op_source Sustainability; Volume 15; Issue 2; Pages: 1180
op_relation Sustainable Engineering and Science
https://dx.doi.org/10.3390/su15021180
op_rights https://creativecommons.org/licenses/by/4.0/
op_doi https://doi.org/10.3390/su15021180
container_title Sustainability
container_volume 15
container_issue 2
container_start_page 1180
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