Coefficient of consolidation by inflection point method

Citation
G. Mesri et al., Coefficient of consolidation by inflection point method, J GEOTECH G, 125(8), 1999, pp. 716-718
Citations number
15
Categorie Soggetti
Civil Engineering
Journal title
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING
ISSN journal
10900241 → ACNP
Volume
125
Issue
8
Year of publication
1999
Pages
716 - 718
Database
ISI
SICI code
1090-0241(199908)125:8<716:COCBIP>2.0.ZU;2-6
Abstract
The coefficient of consolidation in the Terzaghi theory of consolidation ha s been commonly determined by fitting the theory to observed compression wi th time in an incremental loading oedometer test. The Terzaghi theory is ap plicable to compression and swelling. A similar coefficient governed by hor izontal permeability is used in the Barren formulation of consolidation wit h vertical drains. The most widely used graphical methods of Casagrande and Taylor, which fit the theory to observed data at 50 and 90% primary compre ssion, respectively, are rather laborious. The inflection point method requ ires only a visual identification of the inflection point on the compressio n versus log time curve. The values of coefficients of consolidation by the simple inflection point method are quite similar to those from the Casagra nde method.