New viscoplastic model for design analysis of tunnels in squeezing conditions

Rock Mechanics and Rock Engineering

Volumn 42, Issue 2, 2009, Pages 259-288

  Debernardi, D ^a   Barla, G ^a  

^a POLITECNICO DI TORINO   (Italy)

Author keywords

Constitutive laws; Creep; Relaxation; Squeezing conditions; Time dependent behaviour; Viscoplastic behaviour

Indexed keywords

CONSTITUTIVE LAWS; RELAXATION; SQUEEZING CONDITIONS; TIME-DEPENDENT BEHAVIOUR; VISCOPLASTIC BEHAVIOUR;

CLAY MINERALS; CREEP; GEOLOGIC MODELS; TUNNELS;

STRAIN RATE;

CREEP; DESIGN; MODELING; NUMERICAL METHOD; TIME DEPENDENT BEHAVIOR; TRIAXIAL TEST; TUNNEL DESIGN; VISCOPLASTICITY;

EID: 65349180984     PISSN: 07232632     EISSN: None     Source Type: Journal    
DOI: 10.1007/s00603-009-0174-6     Document Type: Article

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