Modeling time-dependent behavior of soft sensitive clay

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 137, Issue 11, 2011, Pages 1103-1113

  Yin, Zhen Yu ^a   Karstunen, Minna ^b,c   Chang, Ching S ^d   Koskinen, Mirva ^e   Lojander, Matti ^c  

^a SHANGHAI JIAO TONG UNIVERSITY   (China)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

^c AALTO UNIVERSITY   (Finland)

^d University of Massachusetts   (United States)

^e City of Helsinki   (Finland)

Author keywords

Anisotropy; Clay; Creep; Destructuration; Time dependence; Viscoplasticity

Indexed keywords

BOND DEGRADATION; CREEP TESTS; DESTRUCTURATION; ELASTIC VISCOPLASTIC; EXPERIMENTAL OBSERVATION; FINITE-ELEMENT CODES; INDUCED ANISOTROPY; INTERPARTICLE BONDS; MODEL PARAMETERS; MODIFIED CAM-CLAY MODEL; OEDOMETER TESTS; OVERSTRESS THEORY; PERZYNA; PREDICTIVE ABILITIES; RECONSTITUTED SAMPLE; SENSITIVE CLAYS; STRESS-STRAIN; TIME DEPENDENCE; TIME DEPENDENT BEHAVIOR; TIME-DEPENDENT; TRIAXIAL TEST;

ANISOTROPY; CLAY; COMPUTER SIMULATION; CREEP; FINITE ELEMENT METHOD; SOIL MECHANICS; STRAIN RATE; VISCOPLASTICITY; VISCOSITY;

GEOLOGIC MODELS;

ANISOTROPY; CLAY SOIL; CREEP; FINITE ELEMENT METHOD; MODELING; SOIL MECHANICS; STRAIN RATE; STRESS-STRAIN RELATIONSHIP; TIME DEPENDENT BEHAVIOR; VISCOPLASTICITY;

EID: 83755196577     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)GT.1943-5606.0000527     Document Type: Article

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