Reliability analysis of damage prediction in asphalt pavement sections using FlexPAVE <sup>TM</sup> program and S-VECD fatigue model-Reference-Cited by-同舟云学术

Reliability analysis of damage prediction in asphalt pavement sections using FlexPAVE ^TM program and S-VECD fatigue model

Published:2023-01-28 Issue:2 Volume:24 Page:
ISSN:1029-8436
Container-title:International Journal of Pavement Engineering
language:en
Short-container-title:International Journal of Pavement Engineering

Author:

Ghanbari Amir^ORCID,Ding Jing¹,Kim Y. Richard¹,Underwood B. Shane¹

Affiliation:

1. Department of Civil, Construction, and Environmental Engineering, North Carolina State University, Raleigh, NC, USA

Funder

Federal Highway Administration

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/10298436.2023.2276186

Reference23 articles.

1. Reliability Model for Pavement Performance

2. American Association of State Highway and Transportation Officials, 1985. AASHTO guide for design of pavement structures. Washington, DC: AASHTO.

3. Methodology for Modeling the Uncertainty of Material Properties in Asphalt Pavements

4. Castorena, C., et al., 2022. Ruggedness and interlaboratory studies for asphalt mixture performance tester (AMPT) cyclic fatigue test: phase II study. Washington, DC: Federal Highway Administration, Final report: FHWA-HRT-22-113.

5. Methodology for Pavement Design Reliability and Back Analysis Using Markov Chain Monte Carlo Simulation

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