Comparison between ACN–PCN and ACR–PCR for rigid airport pavement with case study-Reference-Cited by-同舟云学术

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Comparison between ACN–PCN and ACR–PCR for rigid airport pavement with case study

Published:2024-07-09 Issue: Volume: Page:1-13
ISSN:1468-0629
Container-title:Road Materials and Pavement Design
language:en
Short-container-title:Road Materials and Pavement Design

Author:

Sun Junyu¹,Oh Erwin²,Chai Gary³,Ma Zhanguo¹,Bell Phil³

Affiliation:

1. School of Mechanics and Civil Engineering, China University of Mining and Technology, Xuzhou, People’s Republic of China

2. School of Engineering and Built Environment, Griffith University, Gold Coast, Australia

3. Airport Consultancy Group, Gold Coast, Australia

Funder

Fundamental Research Funds for the Central Universities

National Key Research and Development Program of China

Publisher

Informa UK Limited

Link

https://www.tandfonline.com/doi/pdf/10.1080/14680629.2024.2375604

Reference27 articles.

1. Ahlvin, R. G., Ulery, H. H., Hutchinson, R. L., & Rice, J. L. (1971). Multiple-wheel heavy gear load pavement tests, volume I, basic report (Technical Report AFWL-TR-70-113, Vol. 1). US Army Engineer Waterways Experiment Station.

2. Preliminary evaluation of the ACR-PCR system for reporting the bearing capacity of flexible airfield pavements

3. Reporting the Bearing Capacity of Airfield Pavements Using PCR Index

4. Brill, D. R., & Kawa, I. (2017). Advances in FAA pavement thickness design software: FAARFIELD 1.41. In International Conference on Highway Pavements and Airfield Technology 2017. The airfield and highway pavement 2017 (pp. 92–102).

5. Fatigue Endurance Limit for Highway and Airport Pavements

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