Elastic visco-plastic modelling of one-dimensional consolidation

Geotechnique

Volumn 46, Issue 3, 1996, Pages 515-527

  Yin, J H ^a   Graham, J ^b  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

^b UNIVERSITY OF MANITOBA   (Canada)

Author keywords

Clays; Consolidation; Constitutive relations; Settlement; Time dependence

Indexed keywords

CLAY; DIFFERENTIAL EQUATIONS; FINITE DIFFERENCE METHOD; LOADS (FORCES); MATHEMATICAL MODELS; PORE PRESSURE; SETTLEMENT OF STRUCTURES; SOIL MECHANICS; STRAIN; STRESS ANALYSIS;

CONSOLIDATION EQUATION; ELASTIC VISCO-PLASTIC CONSTITUTIVE MODEL; PORE WATER PRESSURE; TIME DEPENDENCE;

CONSOLIDATION;

CLAY; CONSOLIDATION; SETTLEMENT; TIME DEPENDENCE;

EID: 0030237175     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.3.515     Document Type: Article

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