An operator-split ALE model for large deformation analysis of geomaterials

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 31, Issue 12, 2007, Pages 1375-1399

  Di, Y ^a   Yang, Jun ^b   Sato, T ^c,d  

^a PEKING UNIVERSITY   (China)

^b UNIVERSITY OF HONG KONG   (Hong Kong)

^c KYOTO UNIVERSITY   (Japan)

^d WASEDA UNIVERSITY   (Japan)

Author keywords

ALE model; Dynamics; Finite strain; Non linearity; Porous media; Saturated soil

Indexed keywords

ALGORITHMS; CONSOLIDATION; DEFORMATION; EARTHQUAKE EFFECTS; EMBANKMENTS; EULER EQUATIONS; FINITE ELEMENT METHOD; POROUS MATERIALS;

CONTINUITY EQUATION; EQUILIBRIUM EQUATION; GEOMATERIALS; LAGRANGIAN-EULERIAN (ALE) MODEL; SATURATED SOIL; SOLID-FLUID COUPLING;

SOIL MECHANICS;

ALGORITHMS; CONSOLIDATION; DEFORMATION; EARTHQUAKE EFFECTS; EMBANKMENTS; EULER EQUATIONS; FINITE ELEMENT METHOD; POROUS MATERIALS; SOIL MECHANICS;

ALGORITHM; DEFORMATION; FINITE ELEMENT METHOD; LAGRANGIAN ANALYSIS; LOADING; NONLINEARITY; POROUS MEDIUM; STRAIN ANALYSIS;

EID: 34848867489     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.601     Document Type: Article

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