Comparative analysis on strains in asphalt pavement design using linear elastic and viscoelastic theories

In Colombia it is common to design pavements using the AASHTO 93 method and to complement it with an elastic analysis of the deformations that cause fatigue and rutting; this has repercussions on the behavior of the structure since it does not take into account the viscoelastic behavior of the aspha...

Full description

Autores:
Mora, Otto
Palomino, F
Figueroa, M
Borrero, D
Castro, A
Cordoba, C
Heilbron, J
Tipo de recurso:
Article of journal
Fecha de publicación:
2021
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/8170
Acceso en línea:
https://hdl.handle.net/11323/8170
https://repositorio.cuc.edu.co/
Palabra clave:
Pavement design
Asphalt
Linear elastic
Viscoelastic
Rights
openAccess
License
CC0 1.0 Universal
Description
Summary:In Colombia it is common to design pavements using the AASHTO 93 method and to complement it with an elastic analysis of the deformations that cause fatigue and rutting; this has repercussions on the behavior of the structure since it does not take into account the viscoelastic behavior of the asphalt mixtures, In this research, a comparison of three structures at different velocity ranges is made to compare the variation in fatigue and rutting concerning the traditional method of analysis in Colombia and to analyze the differences that may occur in linear elastic analysis and viscoelastic analysis of rutting and fatigue.