Full-scale validation of a mechanistic model for asphalt grid reinforcement-Reference-Cited by-同舟云学术

Full-scale validation of a mechanistic model for asphalt grid reinforcement

Published:2023-06-06 Issue:1 Volume:24 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Nielsen Julius¹²^ORCID,Levenberg Eyal¹^ORCID

Affiliation:

1. Department of Environmental and Resource Engineering, Technical University of Denmark, Kgs. Lyngby, Denmark

2. S&P Reinforcement Nordic ApS, Odder, Denmark

Funder

Innovation Fund Denmark

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2220064

Reference65 articles.

1. Viscoelastic Response Modelling of a Pavement under Moving Load

2. Andrei D. Mirza W. and Witczak M. 1999. Development of a revised predictive model for the dynamic (complex) modulus of asphalt mixtures . NCHRP Report 1-37A.

3. ARA Inc. 2004. Guide for mechanical-empirical design of new and rehabilitated pavement structures . Transportation Research Board NCHRP 1-37 (Final Report).

4. Laboratory characterisation of the fatigue behaviour of a glass fibre grid-reinforced asphalt concrete using 4PB tests

5. Asphalt Academy 2008. TG3 – Asphalt reinforcement for road construction. Asphalt (November).

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