Critical-state parameters of an unsaturated residual clayey soil from Turkey

Engineering Geology

Volumn 94, Issue 1-2, 2007, Pages 1-9

  Kayadelen, C ^a   Sivrikaya, O ^a   Taskiran T ^b   Guneyli H ^c  

^a NIGDE UNIVERSITY   (Turkey)

^b DICLE UNIVERSITY   (Turkey)

^c CUKUROVA UNIVERSITY   (Turkey)

Author keywords

Critical state; Matric suction; Residual clay; Triaxial testing; Unsaturated soils

Indexed keywords

COMPRESSION TESTING; COMPRESSIVE STRENGTH; NUMERICAL METHODS;

CLAYEY SOIL; CRITICAL STATE PARAMETER; MATRIC SUCTION;

CLAY;

CLAY SOIL; COMPRESSION; CRITICAL STATE; RESIDUAL SOIL; SOIL MECHANICS; SUCTION; TRIAXIAL TEST; UNSATURATED MEDIUM;

EURASIA; TURKEY;

EID: 34648813565     PISSN: 00137952     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.enggeo.2007.05.008     Document Type: Article

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