Research Article
Jun 1974
New Concepts in Consolidation and Settlement Analysis
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 6
Abstract
The paper describes modifications which have to be made to the Terzaghi Consolidation Theory in order that the theory properly represents actual consolidation conditions in the laboratory and in the field. The resulting theory is called the Modified Terzaghi Consolidation Theory. The relationship between void ratio or strain and intergranular pressure is required for a silt or clay soil. During consolidation, a silt or clay soil follows a strain-intergranular pressure path different from the path assumed in the Terzaghi Consolidation Theory. The Terzaghi Theory is modified for dissipation of hydrostatic excess pressure. For primary compression the Terzaghi Consolidation Theory is valid. However, the virtual initial hydrostatic excess pressure is in error. Definitions are given for the various types of preconsolidation loads.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 6 • June 1974
Pages: 574 - 612
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Jun 1974
Published online: Feb 10, 2021
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Authors
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John Lowe III, F.ASCE
Partner, Tippetts-Abbett-McCarthy-Stratton, New York, N.Y.
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.