Optimized characterization of the permanent deformation of unbound soils and granular materials considering the master curve concept

Author:

Cavalcante Mota Bruno,de Oliveira Ubaldo Mariluce,Dias Amancio de Lima Caroline,Alberto Herrmann do Nascimento Luis,Thiago Sacramento Aragão Francisco

Publisher

Elsevier BV

Reference37 articles.

1. Degraded secant modulus for permanent deformation of soils;Ahn;Int J Pavement Eng,2015

2. Barksdale RD. Laboratory evaluation of rutting in base course materials. Proceedings of the Third International Conference on Structural Design of Asphalt Pavements, Londres, Inglaterra; 1972.

3. Consideração da deformação permanente de solos ocorridos na região nordeste na análise mecanística-empírica de pavimentos;Cabral;Revista Matéria,2021

4. Characterisation of permanent deformation behaviour of unbound granular materials under repeated triaxial loading;Cerni;Constr Build Mater,2012

5. DNIT 134/2018-IE Pavimentação - Solos - Determinação do módulo de resiliência - Método de ensaio. Rio de Janeiro: IPR; 2018 (in Portuguese).

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