Estimation of resilient modulus of unbound granular materials used as pavement base: combined effect of grain-size distribution and aggregate source frictional properties-Reference-Cited by-同舟云学术

Estimation of resilient modulus of unbound granular materials used as pavement base: combined effect of grain-size distribution and aggregate source frictional properties

Published:2016-01-09 Issue:10 Volume:49 Page:4363-4373
ISSN:1359-5997
Container-title:Materials and Structures
language:en
Short-container-title:Mater Struct

Author:

Bilodeau Jean-Pascal,Plamondon Claudiane Ouellet,Doré Guy

Funder

Ministère des transports du Québec

Fonds de Recherche du Québec - Nature et Technologies (CA)

Publisher

Springer Science and Business Media LLC

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1617/s11527-016-0793-9.pdf

Reference43 articles.

1. Barksdale RD (1991) The aggregate handbook. National Stone Association, Washington D.C.

2. Bilodeau J-P, Doré G, Depatie J (2013) Mitigation of permanent deformation of base layer containing recycled asphalt aggregates. Can J Civ Eng 40(2):181–187

3. Bilodeau J-P (2009) Optimisation de la granulométrie des matériaux granulaires de fondations des chaussées. Ph.D. dissertation, Laval University, Québec

4. Doré G, Zubeck H (2008) Cold regions pavement engineering. McGraw-Hill, New York

5. Kim D, Kim JR (2007) Resilient behavior of compacted subgrade soils under the repeated triaxial test. Constr Build Mater 21:1470–1479

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