Permanent deformation behaviour of granular materials

Road Materials and Pavement Design

Volumn 6, Issue 1, 2005, Pages 31-51

  Werkmeister, Sabine ^a   Dawson, Andrew R ^b   Wellner, Frohmut ^a  

^a DRESDEN UNIVERSITY OF TECHNOLOGY   (Germany)

^b UNIVERSITY OF NOTTINGHAM   (United Kingdom)

Author keywords

Permanent deformation; Shakedown concept; Unbound granular materials

Indexed keywords

CONVENTIONAL APPROACH; CRUSHED ROCK AGGREGATES; DESIGN APPROACHES; PERMANENT DEFORMATIONS; REPEATED LOAD TRIAXIAL TESTS; REPEATED LOADING; SHAKEDOWN CONCEPTS; UNBOUND GRANULAR MATERIAL;

GRANULAR MATERIALS; PAVEMENTS;

DEFORMATION;

EID: 33845650732     PISSN: 14680629     EISSN: None     Source Type: Journal    
DOI: 10.3166/rmpd.6.31-51     Document Type: Article

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