Permanent deformation analysis of base layers with recycled material: Effect of density and stress level

Author:

Bilodeau Jean-Pascal,Perez Gonzalez Erdrick Leandro

Funder

National Research Council Canada

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference38 articles.

1. Climatic effect on resilient modulus of recycled unbound aggregates;Soleimanbeigi;Road Mater Pavement Design,2015

2. Arquie, Georges, et Guy Morel. Le compactage [En ligne]. Paris : Eyrolles, xii, 321 pp; 1988.

3. Bilodeau J.-P., Carrier V., Doré G. Field compaction of thick recycled material layers. In: Paper prepared for presentation at the testing and modelling of road and embankment materials session of the 2019 Transportation Association of Canada (TAC) – Intelligent Transportation System (ITS) Canada Joint Conference, Halifax, NS; 2019. 17 p.

4. Mitigation of permanent deformation of base layer containing recycled asphalt aggregates;Bilodeau;Can J Civ Eng,2013

5. Effect of seasonal frost conditions on the permanent strain behaviour of compacted unbound granular materials;Bilodeau;Int J Pavement Eng,2011

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