Anisotropic creep model for soft soils

Geotechnique

Volumn 58, Issue 3, 2008, Pages 215-226

  Leoni, M ^a   Karstunen, M ^b   Vermeer, P A ^a  

^a UNIVERSITY OF STUTTGART   (Germany)

^b UNIVERSITY OF STRATHCLYDE   (United Kingdom)

Author keywords

Anisotropy; Clays; Compressibility; Constitutive relations; Creep; Numerical modelling and analysis; Time dependence

Indexed keywords

ANISOTROPY; CLAY MINERALS; COMPRESSIBILITY; CREEP; ROAD CONSTRUCTION; SOILS; STRAIN; STRAIN RATE; THREE DIMENSIONAL;

ANALYTICAL EXPRESSIONS; ANISOTROPIC CREEPS; ANISOTROPIC MODELS; CONSTITUTIVE RELATIONS; CREEP MODELS; CREEP STRAIN RATES; ENGINEERING PRACTICES; EXPERIMENTAL DATUMS; GENERALISATION; KEY FEATURES; NUMERICAL MODELLING AND ANALYSIS; ROTATIONAL HARDENINGS; SOFT SOILS; SOIL PARAMETERS; TIME DEPENDENCE; UNDRAINED;

GEOLOGIC MODELS;

ANISOTROPY; CLAY SOIL; COMPRESSIBILITY; CONSTITUTIVE EQUATION; CREEP; NUMERICAL MODEL; ONE-DIMENSIONAL MODELING; SOFT SOIL; STRAIN RATE; TIME DEPENDENT BEHAVIOR;

EID: 57849165412     PISSN: 00168505     EISSN: 00168505     Source Type: Journal    
DOI: 10.1680/geot.2008.58.3.215     Document Type: Article

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