Viscous fluid characteristics of liquefied soils and behavior of piles subjected to flow of liquefied soils

Soil Dynamics and Earthquake Engineering

Volumn 26, Issue 2-4 SPEC. ISS., 2006, Pages 313-323

  Hwang, Jae Ik ^a   Kim, Chang Yeop ^a   Chung, Choong Ki ^a   Kim, Myoung Mo ^a  

^a Seoul National University   (South Korea)

Author keywords

Flow liquefaction; Infinite slope; Numerical analysis; Pile; Viscosity of liquefied soil

Indexed keywords

COMPUTER SIMULATION; MATHEMATICAL MODELS; NEWTONIAN FLOW; NUMERICAL ANALYSIS; PILE FOUNDATIONS; SEDIMENT TRANSPORT; SHEAR FLOW; STRAIN RATE; VISCOSITY OF LIQUIDS; VISCOUS FLOW;

FLOW LIQUEFACTION; INFINITE SLOPE; VISCOSITY OF LIQUEFIED SOIL;

SOIL LIQUEFACTION;

LIQUEFACTION; PILE; SOIL-STRUCTURE INTERACTION;

EID: 32444448940     PISSN: 02677261     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.soildyn.2005.02.020     Document Type: Article

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