Influence of soil non-linearity on the dynamic response of high-speed railway tracks

Soil Dynamics and Earthquake Engineering

Volumn 30, Issue 4, 2010, Pages 221-235

  Alves Costa, Pedro ^a   Calçada, Rui ^a   Silva Cardoso, António ^a   Bodare, Anders ^b  

^a UNIVERSITY OF PORTO   (Portugal)

^b Geo Risk and Vibration Scandinavia AB   (Sweden)

Author keywords

2.5D finite element method; Equivalent linear analysis; Frequency domain analysis; High speed railway track; Soft soil

Indexed keywords

DYNAMIC PROPERTY; EQUIVALENT-LINEAR; FINITE/INFINITE; HIGH-SPEED RAILWAYS; ITERATIVE PROCEDURES; LINEAR MODEL; NON-LINEARITY; NONLINEAR BEHAVIOURS; NUMERICAL MODELS; NUMERICAL RESULTS; SOFT GROUND; SOFT SOIL; SOFT SOILS; STIFFNESS DEGRADATION; STRAIN LEVELS; TRAIN SPEED;

BINARY CODES; DYNAMIC RESPONSE; FREQUENCY DOMAIN ANALYSIS; MATERIALS PROPERTIES; RAILROAD ENGINEERING; RAILROAD TRACKS; RAILROADS; SOILS; SPEED;

FINITE ELEMENT METHOD;

COMPUTER SIMULATION; DISPLACEMENT; DYNAMIC PROPERTY; DYNAMIC RESPONSE; ELASTICITY; EXPERIMENTAL STUDY; FINITE ELEMENT METHOD; NONLINEARITY; NUMERICAL MODEL; RAILWAY; SOFT SOIL; SOIL MECHANICS; SOIL PROPERTY; STIFFNESS; STRAIN;

EID: 74849134605     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2009.11.002     Document Type: Article

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