Analytical prediction and field validation of transient temperature field in asphalt pavements
Author:
Publisher
Springer Science and Business Media LLC
Subject
Metals and Alloys,General Engineering
Link
http://link.springer.com/content/pdf/10.1007/s11771-015-3039-z.pdf
Reference21 articles.
1. AIGNER E, LACKNER, R, PICHLER C. Multiscale prediction of viscoelastic properties of asphalt concrete [J]. Journal of Materials in Civil Engineering, 2009, 21(12): 771-780.
2. WANG H, AL- QADI I L. Importance of nonlinear anisotropic modeling of granular base for predicting maximum viscoelastic pavement responses under moving vehicular loading [J]. Journal of Engineering Mechanics, 2013, 139(1): 29-38.
3. DAVE E V, BUTTLAR W G. Thermal reflective cracking of asphalt concrete overlays [J]. International Journal of Pavement Engineering, 2010, 11(6): 477-488.
4. HERMANSSON A. Simulation model for calculating pavement temperature including maximum temperature [J]. Transportation Research Record: Journal of the Transportation Research Board, 2000, 1699: 134-141.
5. BARBER E S. Calculation of maximum pavement temperatures from weather reports [J]. Highway Research Board Bulletin, 1957, 168: 1-8.
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