Nonlinear Fatigue Damage Model of Asphalt Mixture Based on Dynamic Modulus and Residual Strength Decay

In order to describe the fatigue damage state of asphalt mixture more reasonably, direct tensile tests of the fatigue and the residual strength under stress levels of 1.00 MPa, 0.50 MPa and 0.25 MPa with five parallel tests were carried out. The trabecular specimens of AC-13C asphalt mixture (25 cm...

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Detalles Bibliográficos
Autores principales: Liu, Hongfu, Yang, Xinyu, Xia, Chengdong, Zheng, Jianlong, Huang, Tuo, Lv, Songtao
Formato: Online Artículo Texto
Lenguaje:English
Publicado: MDPI 2019
Materias:
Article
Acceso en línea:https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6678437/
https://www.ncbi.nlm.nih.gov/pubmed/31336712
http://dx.doi.org/10.3390/ma12142236

Internet

https://www.ncbi.nlm.nih.gov/pmc/articles/PMC6678437/
https://www.ncbi.nlm.nih.gov/pubmed/31336712
http://dx.doi.org/10.3390/ma12142236

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