Strength and dilatancy of overconsolidated clays in drained true triaxial tests

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 140, Issue 4, 2014, Pages

  Ye, Guan Lin ^a   Ye, Bin ^b   Zhang, Feng ^c  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b TONGJI UNIVERSITY   (China)

^c NAGOYA INSTITUTE OF TECHNOLOGY   (Japan)

Author keywords

Dilatancy; Drained tests; Overconsolidated clays; Shear bands; Shear strength; True triaxial tests

Indexed keywords

SHEAR BANDS; SHEAR STRENGTH; THREE DIMENSIONAL;

DILATANCY; DRAINED TESTS; GEOTECHNICAL PROBLEMS; LONG-TERM MECHANICAL BEHAVIOR; OVERCONSOLIDATED CLAYS; SLOPE FAILURE; TRUE TRIAXIAL TESTS; UNDRAINED CONDITIONS;

TESTING;

CLAY SOIL; DILATANCY; DRAINED TEST; OVERCONSOLIDATION; SHEAR BAND; SHEAR STRENGTH; TRIAXIAL TEST;

EID: 84896295304     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0001060     Document Type: Article

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