Permanent deformation behaviour of a granular material used in low-traffic pavements
Author:
Affiliation:
1. Laboratoire des sciences de l’ingénieur, de l’informatique et de l’imagerie (ICube, UMR 7357, CNRS), INSA de Strasbourg, Strasbourg Cedex, France
Funder
China Scholarship Council
Publisher
Informa UK Limited
Subject
Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/14680629.2016.1259123
Reference43 articles.
1. Effect of fine particles on some characteristics of granular base courses
2. An experimental investigation into the effects of low plastic fines content on the behaviour of sand/silt mixtures
3. Water sensitivity of resilient modulus of compacted unbound granular materials used as pavement base
4. Shakedown of Unbound Pavements
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