A large strain theory of one-dimensional consolidation for normally consolidated and overconsolidated or aged clays which considers the changes in compressibility and permeability during the consolidation and included secondary compression, shows that the consolidation process in clays is controlled by indexes of compression, recompression, secondary compression, permeability and the critical pressure ratio, load-increment ratio, and the magnitude of total compression.
|Original language||English (US)|
|Number of pages||16|
|Journal||ASCE J Geotech Eng Div|
|State||Published - Jan 1 1974|
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