Moisture influence on the resilient deformation behaviour of unbound granular materials

Author:

Rahman Mohammad Shafiqur,Erlingsson Sigurdur

Publisher

Informa UK Limited

Subject

Mechanics of Materials,Civil and Structural Engineering

Reference56 articles.

1. AndreiD., 2003. Development of a predictive model for the resilient modulus of unbound materials. Doctoral thesis. Arizona State University.

2. ARA, 2004. Guide for the mechanistic empirical design of new and rehabilitated pavement structures. Final report, NCHRP1-37A.Washington, DC: Transportation Research Board of the National Academies.

3. ArayaA.A., 2011. Characterization of unbound granular materials for pavements. Doctoral thesis. Delft University of Technology.

4. ArnoldG.K., 2004. Rutting of granular pavements. Doctoral thesis. University of Nottingham.

5. ArnoldG.K., et al. 2002. Serviceability design of granular pavement material. In: Proceedings of the 6th international conference on bearing capacity of roads and airfields (BCRRA ′02), Lisbon, 957–966.

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