The concept of reference curves for constitutive modelling in soil mechanics

Computers and Geotechnics

Volumn 36, Issue 1-2, 2009, Pages 149-165

  Pedroso, Dorival M ^a   Sheng, Daichao ^a   Zhao, Jidong ^a  

^a UNIVERSITY OF NEWCASTLE   (Australia)

Author keywords

Clays; Constitutive models; Geotextile; Isotropic compression; Reference curves concept; Sands; Structured materials; Water retention

Indexed keywords

CLAY MINERALS; CONSTITUTIVE MODELS; DATA COMPRESSION; GEOTEXTILES; GRANULAR MATERIALS; MECHANICS; SOIL MECHANICS; SOILS; WATER TREATMENT;

COMPLEX FORMS; FAILURE ENVELOPES; GENERAL FRAMEWORKS; ISOTROPIC COMPRESSION; ISOTROPIC COMPRESSIONS; MACROSCOPICALLY; PHENOMENOLOGICAL APPROACHES; REFERENCE CURVES; REFERENCE CURVES CONCEPT; REFERENCE LINES; STRUCTURED MATERIALS; WATER RETENTION; WATER RETENTIONS;

FOUNDATIONS;

CLAY; COMPRESSION; CONSTITUTIVE EQUATION; EXPERIMENTAL STUDY; GEOTEXTILE; MODELING; SAND; SOIL MECHANICS; WATER RETENTION;

EID: 56949086319     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2008.01.009     Document Type: Article

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