Collapse behavior of compacted clays in suction-controlled triaxial tests

Geotechnical Testing Journal

Volumn 27, Issue 4, 2004, Pages 362-370

  Sun, D A ^a   Matsuoka, H ^a   Xu, Y F ^b  

^a NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

^b SHANGHAI JIAO TONG UNIVERSITY   (China)

Author keywords

Collapse; Compacted soil; Stress ratio; Suction; Triaxial test; Unsaturated soil

Indexed keywords

CLAY; COMPACTION; COMPRESSION TESTING; ELASTOPLASTICITY; MATHEMATICAL MODELS; SHEAR STRESS; STRAIN MEASUREMENT; STRESS ANALYSIS; YIELD STRESS;

COLLAPSE; COMPACTED SOIL; STRESS RATIO; SUCTION; TRIAXIAL TEST; UNSATURATED SOIL;

SOIL TESTING;

EID: 3343002129     PISSN: 01496115     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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