A Combinational Prediction Model for Transverse Crack of Asphalt Pavement
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-018-1867-8.pdf
Reference20 articles.
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2. El-Hakim, M., Jadoun, F. M., Lee, S., and Li, N. Y. (2014). “Sensitivity analysis of field-to-laboratory subgrade conversion factors with aashtoware pavement-me design.” Transportation Research Record Journal of the Transportation Research Board, vol. 2456, no. 1, pp. 115–123, DOI: 10.3141/2456-12.
3. Hong, F. and Chen, D. H. (2009). “Effects of surface preparation, thickness, and material on asphalt pavement overlay transverse crack propagation.” Canadian Journal of Civil Engineering, vol. 36, no. 9, pp. 1411–1420, DOI: 10.1139/L09-080.
4. Huang, B. S., Shu, X., and Vukosavljevic, D. (2011). “Laboratory investigation of cracking resistance of Hot-Mix asphalt field mixtures containing screened reclaimed asphalt pavement.” Journal of Materials in Civil Engineering, vol. 23, no. 11, pp. 1535–1543, DOI: 10.1061/(asce) mt.1943-5533.0000223.
5. Islam, M. R. and Tarefder, R. A. (2016). “Developing temperatureinduced fatigue model of asphalt concrete for better prediction of alligator cracking.” Journal of Materials in Civil Engineering, Vol. 28, No. 5, p. 4015193, DOI: 10.1061/(asce)mt.1943-5533.0001477.
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