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Primary Compression and Secondary Compression
One-dimensional compression of a saturated soil, subjected to an increment of total vertical stress, consists of a primary compression that takes place during the increase in effective vertical stress and a secondary compression that follows at constant effective vertical stress. A soil structure change commences as soon as the increase in effective vertical stress begins, and it continues with time to establish internal equilibrium under the new external condition.
Primary Compression and Secondary Compression
One-dimensional compression of a saturated soil, subjected to an increment of total vertical stress, consists of a primary compression that takes place during the increase in effective vertical stress and a secondary compression that follows at constant effective vertical stress. A soil structure change commences as soon as the increase in effective vertical stress begins, and it continues with time to establish internal equilibrium under the new external condition.
Primary Compression and Secondary Compression
Mesri, Gholamreza (author)
Symposium on Soil Behavior and Soft Ground Construction Honoring Charles C. "Chuck" Ladd ; 2001 ; Cambridge, Massachusetts, United States
2003-01-13
Conference paper
Electronic Resource
English
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