<abstract xmlns="http://www.w3.org/1999/xhtml">
The problem of dimensioning pavements requires knowledge of the assumptions and calculation schemes underlying the assessment of deformations of pavements under traffic pressure.
The aim of this paper is to study the influence of both the values chosen for the dynamics module of asphalt courses in the pavement and the elastic composition of the pavement using three bituminous layers (wearing, binder, base), or two bituminous layers (wear, binder/base). 
In the first part of the paper a general description of pavements is presented. Roads are also described, starting from Roman roads to modern roads.
The characteristics of flexible pavements are highlighted and the dimensioning methods and specialised software for modelling and calculating these structures are presented.
In this case study, the variation of the defining parameters in the design of pavements was investigated by varying the dynamic elastic modulus of bituminous courses and by varying the composition of the pavement by removing the binder course and the base course.
</abstract>

The problem of dimensioning pavements requires knowledge of the assumptions and calculation schemes underlying the assessment of deformations of pavements under traffic pressure.
The aim of this paper is to study the influence of both the values chosen for the dynamics module of asphalt courses in the pavement and the elastic composition of the pavement using three bituminous layers (wearing, binder, base), or two bituminous layers (wear, binder/base). 
In the first part of the paper a general description of pavements is presented. Roads are also described, starting from Roman roads to modern roads.
The characteristics of flexible pavements are highlighted and the dimensioning methods and specialised software for modelling and calculating these structures are presented.
In this case study, the variation of the defining parameters in the design of pavements was investigated by varying the dynamic elastic modulus of bituminous courses and by varying the composition of the pavement by removing the binder course and the base course.

Parametric Studies for Flexible Pavements

Șef lucr dr. ing., Universitatea Tehnică de Construcții București

Romanian Journal of Transport Infrastructure

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

{"article-title":"Parametric Studies for Flexible Pavements"}

The problem of dimensioning pavements requires knowledge of the assumptions and calculation schemes underlying the assessment of deformations of pavements...

Parametric Studies for Flexible Pavements

Publié en ligne: 22 mars 2024

Pages: 1 - 21

DOI: https://doi.org/10.2478/rjti-2023-0015

Mots clés
road, dynamic elastic modulus, pavement design, flexible pavement

© 2023 Petcu Claudia, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Parametric Studies for Flexible Pavements

Publié en ligne: 22 mars 2024

Pages: 1 - 21

DOI: https://doi.org/10.2478/rjti-2023-0015

Mots clésroad, dynamic elastic modulus, pavement design, flexible pavement

© 2023 Petcu Claudia, published by Sciendo

This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.

Mots clés
road, dynamic elastic modulus, pavement design, flexible pavement