A permanent deformation predictive model for fine tropical soils considering the effects of the compaction moisture content on material selection

Author:

Lima Caroline Dias Amancio,Motta Laura Maria Goretti,Aragão Francisco Thiago Sacramento

Funder

Petrobras

Coordenação de Aperfeiçoamento de Pessoal de Nível Superior

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference16 articles.

1. State of the art. II: Permanent strain response of unbound aggregates;Lekarp;J Transp Eng,2000

2. Werkmeister S. Permanent deformation behavior of unbound granular materials in pavement constructions. PhD thesis. Technical University of Dresden. Dresden, Germany; 2003.

3. Effect of gradation and source properties on stability and drainability of aggregate bases: a laboratory and field study;Ghabchi;Int J Pavement Eng,2013

4. Influência da Variação da Umidade Pós-Compactação no Comportamento Mecânico de Solos de Rodovias do Interior Paulista;Takeda,2006

5. Variations of resilient modulus of subgrade soils with post-compaction moisture contents;Khoury;Transport Res Rec: J Transp Res Board,2009

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