Comparison between laboratory and in situ values of the coefficient of primary consolidation cv

Canadian Geotechnical Journal

Volumn 39, Issue 1, 2002, Pages 103-110

  Cortellazzo, Giampaolo ^a  

^a UNIVERSITY OF PADOVA   (Italy)

Author keywords

Clay; Coefficient of primary consolidation; Consolidation; Embankment

Indexed keywords

BOREHOLES; CLAY; CONSOLIDATION; CURVE FITTING; DILATOMETERS; IN SITU PROCESSING;

OEDOMETER TESTS;

GEOTECHNICAL ENGINEERING;

COMPARATIVE STUDY; CONSOLIDATION; EMBANKMENT; IN SITU TEST; LABORATORY METHOD; TERZAGHI THEORY;

EID: 0036009667     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t01-080     Document Type: Article

References (11)

1. Foundations for large embankments
2. Behaviour of a large fill built on clayey and peaty soils
3. Limitations of conventional analysis of consolidation settlement
4. Coefficient of consolidation by the velocity method
5. Consolidation analysis by the velocity method
6. v
7. The log δ - Log t method for the determination of the coefficient of consolidation
8. Rectangular hyperbola method of consolidation analysis
9. Consolidation behaviour of soils