Modelling the Moisture Dependent Permanent Deformation Behavior of Unbound Granular Materials

Author:

Rahman Mohammad Shafiqur,Erlingsson Sigurdur

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference13 articles.

1. Resilient Modulus for Unsaturated Unbound Materials;Cary;Road Materials and Pavement Design,2011

2. CEN-European Committee for Standardization, 2004a. Cyclic load triaxial test for unbound mixtures. Brussels: European Standard. EN 13286-7.

3. CEN-European Committee for Standardization, 2004b. Test methods for the determination of the laboratory reference density and water content: Proctor compaction. Brussels: European Standard. EN 13286-2.

4. Dawson, A.R. and Wellner, F., 1999. Plastic behaviour of granular materials. Nottingham: The University of Nottingham. Reference PRG99014, April, 1999, Final Report ARC Project 933.

5. Erlingsson, S. and Rahman, M.S., 2013. Evaluation of Permanent Deformation Characteristics of Unbound Granular Materials by Means of Multistage Repeated-Load Triaxial Tests. Transportation Research Record: Journal of the Transportation Research Board, Transportation Research Board of the National Academies, Washington, D.C., No. 2369, 11-19. DOI: 10.3141/2369-02.

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