Coupled numerical analysis of strain localization induced by shallow tunnels in saturated soils

Computers and Geotechnics

Volumn 31, Issue 3, 2004, Pages 193-207

  Callari, C ^a  

^a UNIVERSITY OF ROME TOR VERGATA   (Italy)

Author keywords

Consolidation; Convergence confinement method; Elastoplasticity; Enhanced finite elements; Porous media; Strain localization; Strong discontinuities; Subsidence; Tunnel stability; Tunnels

Indexed keywords

COMPUTER SIMULATION; EXCAVATION; FINITE ELEMENT METHOD; POROUS MATERIALS; SOILS; STRAIN RATE; TUNNELS;

SATURATED PORO-ELASTOPLASTIC MEDIA; STRAIN LOCALIZATION;

GEOTECHNICAL ENGINEERING;

FINITE ELEMENT METHOD; SATURATED MEDIUM; SOIL MECHANICS; STRAIN ANALYSIS; TUNNELING;

EID: 1842637388     PISSN: 0266352X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compgeo.2004.01.004     Document Type: Article

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