Research Article
Jan 1973
Coefficient of Secondary Compression
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VIEW THE REPLYPublication: Journal of the Soil Mechanics and Foundations Division
Volume 99, Issue 1
Abstract
The mechanism of secondary compression in soils can be described in terms of changes in soil structure. Instant and delayed compression are parts of the continuous process of volume change, and for normally consolidated natural soils, the coefficient of secondary compression and compression index is influenced by such factors as time, consolidation pressure, precompression, sustained loading, remolding, shear stresses, rate of increase in effective stress, sample thickness, and temperature. Of all the factors considered, precompression and sustained loading have the most important influence on the coefficient of secondary compression.
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Published In
Journal of the Soil Mechanics and Foundations Division
Volume 99 • Issue 1 • January 1973
Pages: 123 - 137
Copyright
© 1973 American Society of Civil Engineers.
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Published in print: Jan 1973
Published online: Feb 12, 2021
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Gholamreza Mesri, AM.ASCE
Asst. Prof. of Civ. Engrg., Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
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