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Consolidation study
Literature and settlement data study was made to correlate various consolidation theories with actual field settlement analysis and observations on road embankments; it was established that effect of secondary compression is very pronounced, especially in organic clays, and it should not be disregarded in analysis of settlement data; logarithm of time fitting method was found to be unsuitable for analysis of soils studies; square root of time fitting method has produced satisfactory results; it is shown that secondary compression is not linear as assumed by various authors.
Consolidation study
Literature and settlement data study was made to correlate various consolidation theories with actual field settlement analysis and observations on road embankments; it was established that effect of secondary compression is very pronounced, especially in organic clays, and it should not be disregarded in analysis of settlement data; logarithm of time fitting method was found to be unsuitable for analysis of soils studies; square root of time fitting method has produced satisfactory results; it is shown that secondary compression is not linear as assumed by various authors.
Consolidation study
Louisiana State Univ -- Eng Research Station -- Bul
Covington, B.J. (author) / Arman, A. (author) / Ray, J.R. (author)
1965
91 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
NTIS | 1964
|A Comparative Study of Suction-Induced Seepage Consolidation Versus Centrifuge Consolidation
British Library Online Contents | 2003
|A Comparative Study of Suction-induced Seepage Consolidation Versus Centrifuge Consolidation
Online Contents | 2003
|TIBKAT | 1971
|Wiley | 2007
|