Thermal conductivity evolution of saturated clay under consolidation process

International Journal of Geomechanics

Volumn 8, Issue 2, 2008, Pages 114-122

  Abuel Naga, Hossam M ^a   Bergado, D T ^b   Bouazza, A ^c  

^a UNIVERSITY OF AUCKLAND   (New Zealand)

^b ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^c MONASH UNIVERSITY   (Australia)

Author keywords

Clays; Heat flow; Soft soils; Soil consolidation; Soil porosity; Temperature; Thermal properties; Thermal resistance

Indexed keywords

CONSOLIDATION; HEAT RESISTANCE; HEAT TRANSFER; MATHEMATICAL MODELS; MORPHOLOGY; NONDESTRUCTIVE EXAMINATION; POROSITY; THERMAL CONDUCTIVITY; VOLUME FRACTION;

SATURATED CLAY; SOFT SOILS; SOIL POROSITY;

CLAY;

CLAY SOIL; CONSOLIDATION; GROUND IMPROVEMENT; HEAT FLOW; NONDESTRUCTIVE TESTING; POROSITY; SATURATED MEDIUM; SATURATION; SOFT SOIL; SOIL TEMPERATURE; SOIL TEST; THEORETICAL STUDY; THERMAL CONDUCTIVITY;

CALLUNA VULGARIS;

EID: 41049091194     PISSN: 15323641     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1532-3641(2008)8:2(114)     Document Type: Article

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