Critical state behavior of a compacted silt specimen

Soils and Foundations

Volumn 47, Issue 4, 2007, Pages 749-755

  Thu, Trinh Minh ^a   Rahardjo, Harianto ^b   Leong, Eng Choon ^b  

^a Hanoi Water Resources University   (Viet Nam)

^b NANYANG TECHNOLOGICAL UNIVERSITY   (Singapore)

Author keywords

Consolidated drained triaxial tests; Constant water content triaxial tests; Critical state; Matric suction; Unsaturated soil (IGC: D5 D6)

Indexed keywords

ATMOSPHERIC PRESSURE; SHEAR STRENGTH; SILT; SOIL TESTING; SOILS;

CONSOLIDATED DRAINED; CRITICAL STATE; CRITICAL STATE LINES; DEVIATOR STRESS; EXCESS PORE WATER PRESSURE; FILL MATERIALS; MATRIC SUCTIONS; UNSATURATED SOIL;

CRITICAL CURRENT DENSITY (SUPERCONDUCTIVITY);

EID: 70849115006     PISSN: 00380806     EISSN: None     Source Type: Journal    
DOI: 10.3208/sandf.47.749     Document Type: Article

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