Viscoplastic cap model for soils under high strain rate loading

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 2, 2007, Pages 206-214

  Tong, Xiaoli ^a   Tuan, Christopher Y ^a  

^a UNIVERSITY OF NEBRASKA LINCOLN   (United States)

Author keywords

Finite elements; Simulation; Soil properties; Strain rate; Viscoplasticity

Indexed keywords

COMPUTER SIMULATION; CREEP; FINITE ELEMENT METHOD; STRAIN RATE; STRESS RELAXATION; VISCOPLASTICITY;

HIGH STRAIN RATE LOADING; SOIL PROPERTIES; VISCOPLASTIC CAP MODEL;

SOILS;

DYNAMIC PROPERTY; FINITE ELEMENT METHOD; SANDY SOIL; SIMULATION; SOIL PROPERTY; SOIL TEST; STRAIN RATE; TESTING METHOD; VISCOPLASTICITY;

CREEP; FINITE ELEMENT ANALYSIS; MODEL; SOIL BURIAL TEST; STRAIN; VISCOSITY;

EID: 33846533511     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:2(206)     Document Type: Article

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