Development of a full-Scale approach to predict overlay reflective crack-Reference-Cited by-同舟云学术

Development of a full-Scale approach to predict overlay reflective crack

Published:2024-03-12 Issue:1 Volume:25 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Zhu Zehui¹^ORCID,Al-Qadi Imad L.¹^ORCID

Affiliation:

1. Illinois Center for Transportation, University of Illinois Urbana-Champaign, Rantoul, IL, USA

Funder

Illinois Department of Transportation

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2024.2310095

Reference39 articles.

1. AASHTO T 177, 2017. Standard method of test for flexural strength of concrete (using simple beam with center-point loading). Washington, D.C.: American Association of State Highways and Transportation Officials.

2. AASHTO T 22, 2022. Standard method of test for compressive strength of cylindrical concrete specimens. Washington, D.C.: American Association of State Highways and Transportation Officials.

3. AASHTO T 312, 2017. Standard method of test for preparing and determining the density of asphalt mixture specimens by means of the Superpave gyratory compactor. Washington, D.C.: American Association of State Highways and Transportation Officials.

4. AASHTO T 324, 2019. Standard method of test for Hamburg wheel-track testing of compacted asphalt mixtures. Washington, D.C.: American Association of State Highways and Transportation Officials.

5. AASHTO T 393, 2022. Standard method of test for determining the fracture potential of asphalt mixtures using the Illinois flexibility index test (I-FIT). Washington, D.C.: American Association of State Highways and Transportation Officials.