Stress-deformation behavior under anisotropic drained triaxial consolidation of cement-treated soft Bangkok clay

Soils and Foundations

Volumn 46, Issue 5, 2006, Pages 629-637

  Bergado, D T ^a   Taechakumthorn, C ^b   Lorenzo, G A ^b   Abuel Naga, H M ^c  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^b Geotechnical Engineering Program

^c MONASH UNIVERSITY   (Australia)

Author keywords

Anisotropic consolidation; Compression; Ground improvement; Soil cement (IGC: D5 D6)

Indexed keywords

ANISOTROPY; CEMENTS; COMPACTION; SHEAR STRAIN; STRAIN; WATER CONTENT; WATER TREATMENT;

ANISOTROPIC CONSOLIDATION; CEMENT TREATED CLAY; COMPRESSION BEHAVIOR; CONSTANT STRESS RATIO; GROUND IMPROVEMENT; HIGH WATER CONTENT; STRAIN INCREMENT RATIO; STRESS DEFORMATIONS;

SOIL CEMENT;

EID: 56249126427     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.46.629     Document Type: Article

References (13)

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