Study of Permanent Deformation and Granulometric Distribution of Graded Crushed Stone Pavement Material

Author:

Lima Caroline,Motta Laura

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference11 articles.

1. Characterization of Permanent Deformation Behaviour of Unbound Granular Materials Under Repeated Triaxial Loading;Cerni;Construction and Building Materials,2012

2. Dawson A. R. and Wellner F. (1999). Plastic behavior of granular materials. Final Report ARC Project 933, University of Nottingham. Reference PRG99014.

3. Guimarães, A.C. R (2009) Um Método Mecanítico-Empírico para a Previsão da Deformação Permanente em Solos Tropicais Constituintes de Pavimentos. Doctoral Thesis. Civil Engineering Program of COPPE/UFRJ. Rio de Janeiro, Brazil.

4. Korkiala-Tanttu, L. (2008). Calculation Method for Permanent Deformation of Unbound Pavement Materials. Doctoral Thesis. VTT PUBLICATIONS 702 Helsinki University of Technology. Espoo, Finland.

5. State of the art. II: permanent strain response of unbound aggregates;Lekarp;Journal of Transportation Engineering ASCE,2000

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