Viscoelastic analysis of surface responses in flexible pavements under different loading conditions
Author:
Affiliation:
1. School of Transportation Engineering, Dalian University of Technology, Dalian, People’s Republic of China
2. Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hung Hom, Hong Kong
Funder
Urumqi Transportation Research Project
Inner Mongolia Transportation Research Project
Shanxi Transportation Research Project
National Natural Science Foundation of China
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2021.1963816
Reference48 articles.
1. Dynamic Analysis and in Situ Validation of Perpetual Pavement Response to Vehicular Loading
2. Evaluation of top-down crack propagation in asphalt pavement under dual tire loading
3. Effects of layer interface conditions on top-down fatigue cracking of asphalt pavements
4. Applied Research Associates. (2004). Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Final Report, National Cooperative Highway Research Program (NCHRP) Project 1-37A National Research Council.
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