Study of the Permanent Deformation of Soil Used in Flexible Pavement Design
The decreasing supply of soils with geotechnical parameters suitable for pavement designs is a visible problem in our environment. In order to establish more efficient designs and adequate construction criteria, it is essential to understand the performance of materials. This is a study of the perma...
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2020-01-01
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Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/4274926 |
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doaj-45a7b3d652bb4235bb7c4bb679237b542020-11-25T03:41:15ZengHindawi LimitedAdvances in Civil Engineering1687-80861687-80942020-01-01202010.1155/2020/42749264274926Study of the Permanent Deformation of Soil Used in Flexible Pavement DesignWendel S. Cabral0Suelly H. A. Barroso1Samuel A. Torquato2Department of Transport Engineering, Federal University of Ceará, Campus do Pici-Block 703-60455-760, Fortaleza, CE, BrazilDepartment of Transport Engineering, Federal University of Ceará, Campus do Pici-Block 703-60455-760, Fortaleza, CE, BrazilDepartment of Geotechnics, University of Brasília, Brasília, DF, BrazilThe decreasing supply of soils with geotechnical parameters suitable for pavement designs is a visible problem in our environment. In order to establish more efficient designs and adequate construction criteria, it is essential to understand the performance of materials. This is a study of the permanent deformation (PD) of soil used in pavement layers, obtaining prediction models through the technique of artificial neural networks, in addition to the design of pavement structures using mechanistic-empirical and empirical methods. The multistage repeated load triaxial (RLT) test, as well as numerical analyses of stresses and displacements using the CAP3D program, was used. The results showed that both the test procedure and the prediction models performed satisfactorily in obtaining PD behavior. Moreover, designs using the methods adopted resulted in distinct structures, that is, thickness different from the granular pavement layers. It was concluded that the model and test procedure exhibit significant potential for characterizing and modeling the PD of granular materials.http://dx.doi.org/10.1155/2020/4274926 |
collection |
DOAJ |
language |
English |
format |
Article |
sources |
DOAJ |
author |
Wendel S. Cabral Suelly H. A. Barroso Samuel A. Torquato |
spellingShingle |
Wendel S. Cabral Suelly H. A. Barroso Samuel A. Torquato Study of the Permanent Deformation of Soil Used in Flexible Pavement Design Advances in Civil Engineering |
author_facet |
Wendel S. Cabral Suelly H. A. Barroso Samuel A. Torquato |
author_sort |
Wendel S. Cabral |
title |
Study of the Permanent Deformation of Soil Used in Flexible Pavement Design |
title_short |
Study of the Permanent Deformation of Soil Used in Flexible Pavement Design |
title_full |
Study of the Permanent Deformation of Soil Used in Flexible Pavement Design |
title_fullStr |
Study of the Permanent Deformation of Soil Used in Flexible Pavement Design |
title_full_unstemmed |
Study of the Permanent Deformation of Soil Used in Flexible Pavement Design |
title_sort |
study of the permanent deformation of soil used in flexible pavement design |
publisher |
Hindawi Limited |
series |
Advances in Civil Engineering |
issn |
1687-8086 1687-8094 |
publishDate |
2020-01-01 |
description |
The decreasing supply of soils with geotechnical parameters suitable for pavement designs is a visible problem in our environment. In order to establish more efficient designs and adequate construction criteria, it is essential to understand the performance of materials. This is a study of the permanent deformation (PD) of soil used in pavement layers, obtaining prediction models through the technique of artificial neural networks, in addition to the design of pavement structures using mechanistic-empirical and empirical methods. The multistage repeated load triaxial (RLT) test, as well as numerical analyses of stresses and displacements using the CAP3D program, was used. The results showed that both the test procedure and the prediction models performed satisfactorily in obtaining PD behavior. Moreover, designs using the methods adopted resulted in distinct structures, that is, thickness different from the granular pavement layers. It was concluded that the model and test procedure exhibit significant potential for characterizing and modeling the PD of granular materials. |
url |
http://dx.doi.org/10.1155/2020/4274926 |
work_keys_str_mv |
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