Nonlinear rheological constitutive model for frozen sand under complex stress paths and its engineering application

Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering

Volumn 30, Issue 10, 2008, Pages 1496-1501

  Li, Dong Wei ^a   Cui, Hao ^b   Wang, Ren He ^a  

^a ANHUI UNIVERSITY OF SCIENCE AND TECHNOLOGY   (China)

^b Beijing China Coal Mine Engineering Company Limited   (China)

Author keywords

FEPG FEM; Nonlinear viscoelasto plastic rheological model; Numerical simulation

Indexed keywords

ABS RESINS; COMPUTER SIMULATION; CREEP; DEFORMATION; ELECTRIC FIELD MEASUREMENT; ELECTRIC MEASURING INSTRUMENTS; FINITE ELEMENT METHOD; FROZEN SOILS; GEOLOGIC MODELS; RHEOLOGY; SOILS;

BASIC ELEMENTS; COMPLEX STRESSES; CREEP DEFORMATIONS; DEFORMATION PROPERTIES; ENGINEERING APPLICATIONS; FEPG FEM; FIELD MEASUREMENTS; FINITE ELEMENT PROGRAMS; FOR FIELD MEASUREMENTS; NONLINEAR VISCOELASTO-PLASTIC RHEOLOGICAL MODEL; NUMERICAL SIMULATION; NUMERICAL SIMULATIONS; STRESS PATHS; TESTING METHODS; TRIAXIAL CREEP EXPERIMENTS; VOLUME STRAINS;

SOIL SURVEYS;

EID: 55649100748     PISSN: 10004548     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

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