Effect of intermediate principal stress on overconsolidated Kaolin Clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 130, Issue 3, 2004, Pages 284-292

  Prashant, Amit ^a   Penumadu, Dayakar ^a  

^a University of Tennessee Knoxville   (United States)

Author keywords

Bifurcations; Localization; Overconsolidated clays; Shear deformation; Strain; Three dimensional analysis; Undrained shear tests; Yield surface

Indexed keywords

CLAY; DATA REDUCTION; FEEDBACK CONTROL; KAOLIN; STRAIN; STRESS ANALYSIS;

INTERMEDIATE PRINCIPAL STRESSES; TRIAXIAL TESTING;

GEOTECHNICAL ENGINEERING;

CLAY; KAOLIN; OVERCONSOLIDATION; SOIL MECHANICS; STRESS ANALYSIS;

EID: 1642323651     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2004)130:3(284)     Document Type: Article

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