Stiffness degradation of natural fine grained soils during cyclic loading

Soil Dynamics and Earthquake Engineering

Volumn 27, Issue 9, 2007, Pages 843-854

  Okur, D V ^a   Ansal, A ^b  

^a ESKISEHIR OSMANGAZI UNIVERSITY   (Turkey)

^b BOGAZICI UNIVERSITY   (Turkey)

Author keywords

Cyclic behavior; Damping ratio; Dynamic shear modulus; Fine grained soils; Modulus reduction

Indexed keywords

CYCLIC LOADS; DAMPING; ELASTIC MODULI; ELASTICITY; PLASTICITY; STIFFNESS; STRAIN RATE; STRESS CONCENTRATION; VISCOPLASTICITY;

CYCLIC TRIAXIAL TEST; FINE GRAINED SOILS; FLOW THRESHOLD; MODULUS REDUCTION; STRESS AMPLITUDES;

SOILS;

CYCLIC LOADING; DAMPING; ELASTOPLASTICITY; FINE GRAINED SEDIMENT; PLASTIC; SHEAR MODULUS; STIFFNESS; STRESS-STRAIN RELATIONSHIP; TRIAXIAL TEST; VISCOPLASTICITY;

EID: 34247161264     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2007.01.005     Document Type: Article

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