Flexible Pavement Design Criterion Based on Octahedral Shear Stresses
The judicious pavement design is the key factor in achieving the longest service life and the lowest maintenance and rehabilitation costs. It is based on the consideration of the phenomena in which the pavement structures are subjected to exploitation and the limitation of their destructive effects.
Main Authors: | , |
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Format: | Article |
Language: | English |
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Sciendo
2017-07-01
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Series: | Romanian Journal of Transport Infrastructure |
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Online Access: | https://doi.org/10.1515/rjti-2017-0054 |
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author | Lazăr Ştefan Marian Răcănel Carmen |
author_facet | Lazăr Ştefan Marian Răcănel Carmen |
author_sort | Lazăr Ştefan Marian |
collection | DOAJ |
description | The judicious pavement design is the key factor in achieving the longest service life and the lowest maintenance and rehabilitation costs. It is based on the consideration of the phenomena in which the pavement structures are subjected to exploitation and the limitation of their destructive effects. |
first_indexed | 2024-12-22T05:26:32Z |
format | Article |
id | doaj.art-c02ac9540bdf48d9bddcd5bdeb2ee2a4 |
institution | Directory Open Access Journal |
issn | 2286-2218 |
language | English |
last_indexed | 2024-12-22T05:26:32Z |
publishDate | 2017-07-01 |
publisher | Sciendo |
record_format | Article |
series | Romanian Journal of Transport Infrastructure |
spelling | doaj.art-c02ac9540bdf48d9bddcd5bdeb2ee2a42022-12-21T18:37:34ZengSciendoRomanian Journal of Transport Infrastructure2286-22182017-07-0161546510.1515/rjti-2017-0054rjti-2017-0054Flexible Pavement Design Criterion Based on Octahedral Shear StressesLazăr Ştefan Marian0Răcănel Carmen1Technical University of Civil Engineering Bucharest, Department of Roads, Railways and Construction MaterialsTechnical University of Civil Engineering Bucharest, Department of Roads, Railways and Construction MaterialsThe judicious pavement design is the key factor in achieving the longest service life and the lowest maintenance and rehabilitation costs. It is based on the consideration of the phenomena in which the pavement structures are subjected to exploitation and the limitation of their destructive effects.https://doi.org/10.1515/rjti-2017-0054flexible pavement structuresoctahedral shear stressespermanent deformation |
spellingShingle | Lazăr Ştefan Marian Răcănel Carmen Flexible Pavement Design Criterion Based on Octahedral Shear Stresses Romanian Journal of Transport Infrastructure flexible pavement structures octahedral shear stresses permanent deformation |
title | Flexible Pavement Design Criterion Based on Octahedral Shear Stresses |
title_full | Flexible Pavement Design Criterion Based on Octahedral Shear Stresses |
title_fullStr | Flexible Pavement Design Criterion Based on Octahedral Shear Stresses |
title_full_unstemmed | Flexible Pavement Design Criterion Based on Octahedral Shear Stresses |
title_short | Flexible Pavement Design Criterion Based on Octahedral Shear Stresses |
title_sort | flexible pavement design criterion based on octahedral shear stresses |
topic | flexible pavement structures octahedral shear stresses permanent deformation |
url | https://doi.org/10.1515/rjti-2017-0054 |
work_keys_str_mv | AT lazarstefanmarian flexiblepavementdesigncriterionbasedonoctahedralshearstresses AT racanelcarmen flexiblepavementdesigncriterionbasedonoctahedralshearstresses |