A compression model for non-brittle soft clays and peat

Geotechnique

Volumn 46, Issue 1, 1996, Pages 1-16

  Den Haan, E J ^a  

^a GEODELFT   (Netherlands)

Author keywords

Clays; Compressibility; Consolidation; Constitutive relations; Organic soils; Time dependence

Indexed keywords

CLAY; COMPRESSION; COMPRESSION MODEL; CREEP; PEAT; SOIL MECHANICS; STRAIN; STRESS; TIME DEPENDENT BEHAVIOUR;

FINITE STRAIN CONSOLIDATION EQUATION; HYDRAULIC STORAGE; INCREMENTAL LOADING OEDOMETER TESTS; NONBRITTLE SOFT CLAYS;

COMPACTION; CONSOLIDATION; CREEP; MATHEMATICAL MODELS; PEAT; STRAIN RATE; STRESS ANALYSIS;

CLAY;

EID: 0029668969     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1996.46.1.1     Document Type: Article

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