Identifying parameters controlling soil delayed behaviour from laboratory and in situ pressuremeter testing

International Journal for Numerical and Analytical Methods in Geomechanics

Volumn 32, Issue 12, 2008, Pages 1515-1535

  Yin, Zhen Yu ^a   Hicher, Pierre Yves ^a  

^a INSTITUT DE RECHERCHE EN GÉNIE CIVIL ET MÉCANIQUE GEM   (France)

Author keywords

Consolidation; Modified Cam Clay; Parameter identification; Pressuremeter test; Soft clay; Viscoplasticity

Indexed keywords

ABS RESINS; CAPILLARITY; CLAY MINERALS; LIQUIDS; MODAL ANALYSIS; SOIL TESTING; SOILS; TESTING;

CONSOLIDATION; MODIFIED CAM CLAY; PARAMETER IDENTIFICATION; PRESSUREMETER TEST; SOFT CLAY; VISCOPLASTICITY;

GEOLOGIC MODELS;

BIOT THEORY; CAM-CLAY MODEL; CONSOLIDATION; ELASTOPLASTICITY; INVERSE ANALYSIS; LABORATORY METHOD; NUMERICAL MODEL; PARAMETERIZATION; PERMEABILITY; PRESSUREMETER; SOIL MECHANICS; SOIL TEST; STRAIN RATE; TIME DEPENDENT BEHAVIOR; VISCOPLASTICITY;

EID: 50449092885     PISSN: 03639061     EISSN: 10969853     Source Type: Journal    
DOI: 10.1002/nag.684     Document Type: Article

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