Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering

Research on the Fracture Resistance of Asphalt Mixture Based on Cohesion Zone Model

Authors
Xirong Wu
Corresponding Author
Xirong Wu
Available Online October 2015.
DOI
10.2991/icadme-15.2015.353How to use a DOI?
Keywords
asphalt mixtures; anti-cracking performance; evaluation method; fracture energy; J-integral; curvature strain energy
Abstract

Cohesion and crack opening displacement based on cohesive zone model were employed to evaluate the fracture resistance of asphalt mixture of SMA-13 AC-13 and CAM at 10 5 0 -5 -10 . Using fracture toughness, cohesion and crack opening displacement index to analyze the crack resistance property of three kinds of asphalt mixture, the test results is that anti-cracking performance of SMA-13 is optimal, the second is AC - 13 and CAM. So, Fracture energy and cohesion model test can reasonably evaluate anti-cracking performance of asphalt mixture.

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/).

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Volume Title
Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
Series
Advances in Engineering Research
Publication Date
October 2015
ISBN
10.2991/icadme-15.2015.353
ISSN
2352-5401
DOI
10.2991/icadme-15.2015.353How 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  - Xirong Wu
PY  - 2015/10
DA  - 2015/10
TI  - Research on the Fracture Resistance of Asphalt Mixture Based on Cohesion Zone Model
BT  - Proceedings of the 5th International Conference on Advanced Design and Manufacturing Engineering
PB  - Atlantis Press
SP  - 1910
EP  - 1916
SN  - 2352-5401
UR  - https://doi.org/10.2991/icadme-15.2015.353
DO  - 10.2991/icadme-15.2015.353
ID  - Wu2015/10
ER  -