Resilient and permanent characteristics of reinforced granular materials by repeated load triaxial tests

Geotechnical Testing Journal

Volumn 26, Issue 2, 2003, Pages 152-166

  Moghaddas Nejad, Fereidoon ^a   Small, John C ^b  

^a AMIRKABIR UNIVERSITY OF TECHNOLOGY   (Iran)

^b UNIVERSITY OF SYDNEY   (Australia)

Author keywords

Geogrid; Pavement; Permanent strain; Resiliant modulus; Triaxial test

Indexed keywords

DEFORMATION; GRANULAR MATERIALS; REINFORCEMENT; STRAIN; STRESSES;

GEOGRIDS;

SOILS;

EID: 0037938476     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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