Reinforcement of interlaminar mechanical properties between rigid and flexible layers of semi-rigid base asphalt pavement using interlayer treatment
Author:
Affiliation:
1. Key Laboratory of Road Construction Technology and Equipment of MOE, Chang’an University, Xi’an, People’s Republic of China
2. Shandong Hi-Speed Engineering Construction Group Co., Ltd., Ji’nan, People’s Republic of China
Funder
National Natural Science Foundation of China
China Postdoctoral Science Foundation
Shandong Province Technology Innovation Project
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2022.2111565
Reference18 articles.
1. Energy approach for the fatigue of thermoviscoelastic materials: Application to asphalt materials in pavement surface layers
2. Evaluation of interlayer bonding condition on structural response characteristics of asphalt pavement using finite element analysis and full-scale field tests
3. Shear bond strength between asphalt layers for laboratory prepared samples and field cores
4. The interlaminar shear and fatigue performance of pavement structure connected by the nail
5. Mechanical and fracture-mechanical properties of geosynthetic reinforced asphalt systems
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1. Three-dimensional orthorectified simulation and ground penetrating radar detection of interlayer bonding condition in asphalt pavements;Measurement Science and Technology;2024-06-27
2. Interlocking characteristic and its correlation with interlayer shear strength in typical double-layered asphalt systems;International Journal of Pavement Engineering;2024-05-09
3. Characterization of interface morphology and its impact on interlayer bonding strength in double-layered asphalt systems;Construction and Building Materials;2024-03
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