Volume change behaviour of saturated clays under drained heating conditions: Experimental results and constitutive modeling

Canadian Geotechnical Journal

Volumn 44, Issue 8, 2007, Pages 942-956

  Abuel Naga, H M ^a   Bergado, D T ^b   Bouazza, A ^a   Ramana, G V ^c  

^a MONASH UNIVERSITY   (Australia)

^b ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^c INDIAN INSTITUTE OF TECHNOLOGY DELHI   (India)

Author keywords

Clays; Modeling; Thermomechanics; Thermoplasticity; Volume change; Yielding

Indexed keywords

CONSOLIDATION; SOIL MECHANICS; THERMAL LOAD; THERMOMECHANICAL TREATMENT; YIELD STRESS;

SATURATED CLAYS; SOFT BANGKOK CLAY; THERMALLY INDUCED VOLUME CHANGE; VOLUMETRIC PLASTIC STRAIN BEHAVIOUR;

CLAY;

CLAY; CONSOLIDATION; SOIL MECHANICS; THERMAL LOAD; THERMOMECHANICAL TREATMENT; YIELD STRESS;

CLAY; DRAINED TEST; EXPERIMENTAL STUDY; FINE GRAINED SEDIMENT; OEDOMETER TEST; PLASTICITY; SATURATED MEDIUM; TEMPERATURE EFFECT; THERMOMECHANICS; VOLUME CHANGE;

EID: 36148948662     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/T07-031     Document Type: Article

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