Non-linear creep of soils in oedometer tests

Geotechnique

Volumn 49, Issue 5, 1999, Pages 699-707

  Yin, J H ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

Clays; Consolidation; Creep; Settlement

Indexed keywords

CLAY; CONSOLIDATION; CREEP TESTING; ELASTOPLASTICITY; MATHEMATICAL MODELS; PORE PRESSURE; SAND; SETTLEMENT OF STRUCTURES; SILT; SOIL TESTING; STRAIN; VISCOPLASTICITY;

NONLINEAR CREEP; OEDOMETER TESTS;

SOIL STRUCTURE INTERACTIONS;

CREEP; GROUND SETTLEMENT; NONLINEARITY; OEDOMETER TEST; RECLAIMED LAND; TIME DEPENDENT BEHAVIOR;

EID: 0032760346     PISSN: 00168505     EISSN: None     Source Type: Journal    
DOI: 10.1680/geot.1999.49.5.699     Document Type: Article

References (9)

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