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Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement
During the design of pavement structures, determining a reasonable thickness for pavement layers is critical. When an expressway is to be built in an area with a poor soil foundation, a reasonable subgrade treatment will make the pavement more durable. However, determining the optimal thickness of s...
Autores principales: | , , |
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Formato: | Online Artículo Texto |
Lenguaje: | English |
Publicado: |
SAGE Publications
2019
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Materias: | |
Acceso en línea: | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10453710/ https://www.ncbi.nlm.nih.gov/pubmed/31829871 http://dx.doi.org/10.1177/0036850419878078 |
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author | Zhang, Ming Yi, Junyan Feng, Decheng |
author_facet | Zhang, Ming Yi, Junyan Feng, Decheng |
author_sort | Zhang, Ming |
collection | PubMed |
description | During the design of pavement structures, determining a reasonable thickness for pavement layers is critical. When an expressway is to be built in an area with a poor soil foundation, a reasonable subgrade treatment will make the pavement more durable. However, determining the optimal thickness of subgrade treatment is a difficult task for designers. A thicker treatment means a huge cost increase for the project, whereas a thinner treatment cannot achieve significant improvement in the mechanical behavior of pavement structures. This study used the finite-element method to analyze the mechanical response of real field pavement with subgrade treatments at certain depths. The study used an orthogonal design and gray relational theory to analyze the design indicators and make a better design for the pavement structure of a field expressway. The numerical calculation index and theoretical analysis results show that the treatment depth of subgrade soil has a significant influence on the stresses in an asphalt pavement structure and the bottom tensile strains of the asphalt layers. Therefore, designing a pavement structure with equal structural strength, using a reasonable depth for the cement-treated subgrade, instead of increasing the asphalt layer’s thickness, is a more cost-effective solution. |
format | Online Article Text |
id | pubmed-10453710 |
institution | National Center for Biotechnology Information |
language | English |
publishDate | 2019 |
publisher | SAGE Publications |
record_format | MEDLINE/PubMed |
spelling | pubmed-104537102023-08-26 Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement Zhang, Ming Yi, Junyan Feng, Decheng Sci Prog Article During the design of pavement structures, determining a reasonable thickness for pavement layers is critical. When an expressway is to be built in an area with a poor soil foundation, a reasonable subgrade treatment will make the pavement more durable. However, determining the optimal thickness of subgrade treatment is a difficult task for designers. A thicker treatment means a huge cost increase for the project, whereas a thinner treatment cannot achieve significant improvement in the mechanical behavior of pavement structures. This study used the finite-element method to analyze the mechanical response of real field pavement with subgrade treatments at certain depths. The study used an orthogonal design and gray relational theory to analyze the design indicators and make a better design for the pavement structure of a field expressway. The numerical calculation index and theoretical analysis results show that the treatment depth of subgrade soil has a significant influence on the stresses in an asphalt pavement structure and the bottom tensile strains of the asphalt layers. Therefore, designing a pavement structure with equal structural strength, using a reasonable depth for the cement-treated subgrade, instead of increasing the asphalt layer’s thickness, is a more cost-effective solution. SAGE Publications 2019-09-29 /pmc/articles/PMC10453710/ /pubmed/31829871 http://dx.doi.org/10.1177/0036850419878078 Text en © The Author(s) 2020 https://creativecommons.org/licenses/by-nc/4.0/This article is distributed under the terms of the Creative Commons Attribution-NonCommercial 4.0 License (https://creativecommons.org/licenses/by-nc/4.0/) which permits non-commercial use, reproduction and distribution of the work without further permission provided the original work is attributed as specified on the SAGE and Open Access pages (https://us.sagepub.com/en-us/nam/open-access-at-sage). |
spellingShingle | Article Zhang, Ming Yi, Junyan Feng, Decheng Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
title | Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
title_full | Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
title_fullStr | Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
title_full_unstemmed | Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
title_short | Reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
title_sort | reasonable thickness design of expressway pavement structures based on gray relation analysis of subgrade soil improvement |
topic | Article |
url | https://www.ncbi.nlm.nih.gov/pmc/articles/PMC10453710/ https://www.ncbi.nlm.nih.gov/pubmed/31829871 http://dx.doi.org/10.1177/0036850419878078 |
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