Proceedings of the 2015 International Conference on Electrical, Automation and Mechanical Engineering

The Response of Pavement to The Multi-Axle Vehicle Dynamic Load

Authors
Y. Chen, H. Zhang, X.Q. Zhu, D.W. Liu
Corresponding Author
Y. Chen
Available Online July 2015.
DOI
10.2991/eame-15.2015.65How to use a DOI?
Keywords
multi-axle vehicle; asphalt pavement; viscoelastic; dynamic response
Abstract

In order to study the response of pavement to the multi-axle vehicle dynamic load, three-dimensional finite element analysis model of asphalt pavement under a multi-axle vehicle dynamic load was established. The structure of asphalt pavement simplified to four layers. The material of asphalt surface layer has the property of viscoelastic and the materials of the other layers are assumed to be linear elastic. The results can provide a reference for the design and analysis of pavement performance and pavement structure.

Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Download article (PDF)

Volume Title
Proceedings of the 2015 International Conference on Electrical, Automation and Mechanical Engineering
Series
Advances in Engineering Research
Publication Date
July 2015
ISBN
978-94-62520-71-4
ISSN
2352-5401
DOI
10.2991/eame-15.2015.65How to use a DOI?
Copyright
© 2015, the Authors. Published by Atlantis Press.
Open Access
This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

Cite this article

TY  - CONF
AU  - Y. Chen
AU  - H. Zhang
AU  - X.Q. Zhu
AU  - D.W. Liu
PY  - 2015/07
DA  - 2015/07
TI  - The Response of Pavement to The Multi-Axle Vehicle Dynamic Load
BT  - Proceedings of the 2015 International Conference on Electrical, Automation and Mechanical Engineering
PB  - Atlantis Press
SP  - 238
EP  - 241
SN  - 2352-5401
UR  - https://doi.org/10.2991/eame-15.2015.65
DO  - 10.2991/eame-15.2015.65
ID  - Chen2015/07
ER  -