Size and shape evolution of pores in viscoplastic matrix under compression

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 30, Issue 12, 2006, Pages 1259-1281

  Berli, M ^a   Accorsi, M L ^a   Or, Dani ^a  

^a UNIVERSITY OF CONNECTICUT   (United States)

Author keywords

CAT scanning; Finite element modelling; Pore deformation; Viscoplastic soil material

Indexed keywords

APPROXIMATION THEORY; COMPACTION; COMPUTERIZED TOMOGRAPHY; FINITE ELEMENT METHOD; PORE SIZE; STRESSES; VISCOPLASTICITY;

ANISOTROPIC REMOTE STRESS; PORE DEFORMATION; VISCOPLASTIC SOIL MATERIAL;

SOIL MECHANICS;

APPROXIMATION THEORY; COMPACTION; COMPUTERIZED TOMOGRAPHY; FINITE ELEMENT METHOD; PORE SIZE; SOIL MECHANICS; STRESSES; VISCOPLASTICITY;

CLAY SOIL; DEFORMATION MECHANISM; FINITE ELEMENT METHOD; MODELING; POROSITY; SOIL MECHANICS; STRESS ANALYSIS; VISCOPLASTICITY;

EID: 33748539292     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.529     Document Type: Article

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