Tire–pavement tractive rolling contact under turning conditions: towards pavement top-down cracking
Author:
Affiliation:
1. Université de Limoges, GC2D, Égletons, France
2. LaMCoS, Univ. Lyon, INSA-Lyon, Villeurbanne Cedex, France
Publisher
Informa UK Limited
Subject
Mechanics of Materials,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/10298436.2020.1775231
Reference37 articles.
1. Dynamic Analysis and in Situ Validation of Perpetual Pavement Response to Vehicular Loading
2. Bahuguna, R., Panoskaltsis, V., and Papoulia, M., 2000. Characterization and modelling of permanent deformation of asphalt pavements, In: ASCE ed. 14th Eng. Mech. Conf., Austin, TX: University of Texas.
3. Baladi, G.Y., Schorsch, M., and Svasdisant, T., 2002. Determining the Causes of Top-down Cracking in Bituminous Pavements. East Lansing, MI: Michigan State University, Tech. Rep. June.
4. Slip in the rolling contact of two dissimilar elastic rollers
5. Multilevel matrix multiplication and fast solution of integral equations
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