Parametric investigation of lateral spreading of gently sloping liquefied ground

Soil Dynamics and Earthquake Engineering

Volumn 30, Issue 6, 2010, Pages 490-508

  Valsamis, Alexandros I ^a   Bouckovalas, George D ^a   Papadimitriou, Achilleas G ^b  

^a NATIONAL TECHNICAL UNIVERSITY OF ATHENS   (Greece)

^b UNIVERSITY OF THESSALY   (Greece)

Author keywords

Bounding surface plasticity; Case history; Earthquake; Finite difference method; Lateral spreading; Liquefaction; Model test; Numerical analysis; Sand

Indexed keywords

BOUNDING SURFACE PLASTICITY; CASE HISTORY; LATERAL SPREADING; MODEL TEST; MODEL TESTS;

CENTRIFUGATION; CENTRIFUGES; EARTHQUAKES; MATHEMATICAL MODELS; PLASTICITY; ROCK MECHANICS; SOIL LIQUEFACTION; SURFACE MEASUREMENT;

FINITE DIFFERENCE METHOD;

ACCURACY ASSESSMENT; CENTRIFUGAL MODEL TEST; DISPLACEMENT; EARTHQUAKE ENGINEERING; FINITE DIFFERENCE METHOD; GROUND MOTION; LIQUEFACTION; MODEL TEST; NUMERICAL MODEL; PARAMETERIZATION; PEAK ACCELERATION; PLASTICITY; PREDICTION; SANDY SOIL; SOIL DYNAMICS; STRONG MOTION;

EID: 77249153626     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2010.01.005     Document Type: Article

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