Effect of the Realistic Tire Contact Pressure on the Rutting Performance of Asphaltic Concrete Pavements
Author:
Publisher
Springer Science and Business Media LLC
Subject
Civil and Structural Engineering
Link
http://link.springer.com/content/pdf/10.1007/s12205-018-4846-1.pdf
Reference43 articles.
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2. Cao, W. and Kim, Y. R. (2016). “A viscoplastic model for the confined permanent deformation of asphalt concrete in compression.” Mech. Mater., vol. 92, pp. 235–247, DOI: 10.1016/j.mechmat.2015.10.001.
3. Chen, F., Balieu, R., and Kringos, N. (2017). “Thermodynamics-based finite strain viscoelastic-viscoplastic model coupled with damage for asphalt material.” Int. J. Solids Struct., vol. 129, pp. 61–73, DOI: 10.1016/j.ijsolstr.2017.09.014.
4. Cho, Y., McCullough, B. F., and Weissmann, J. (1996). “Considerations on finite-element method application in pavement structural analysis.” Transportation Research Board, Washington, D.C., vol. 1539, pp. 96–101, DOI: 10.3141/1539-13.
5. Coleri, E., Harvey, J. T., Yang, K., and Boone, J. M. (2012). “Development of a micromechanical finite element model from computed tomography images for shear modulus simulation of asphalt mixtures.” Constr. Build Mater., vol. 30, pp. 783–793, DOI: 10.1016/j.conbuildmat. 2011.12.071.
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