Research Article
Sep 1979
Sample Disturbance and Stress-Strain Behavior
Publication: Journal of the Geotechnical Engineering Division
Volume 105, Issue 9
Abstract
Different effects of sample disturbance were simulated in a resonant column apparatus that clearly show the change in stress-strain behavior when the sample is subjected to swelling, reconsolidation, shear strain, or total stress changes. A new framework that applies the concept of reference strain is suggested for considering disturbance effects on stress-strain behavior, based on results of laboratory and field measurements. The normalized behavior of a soil can be determined with high accuracy in the laboratory. By also measuring the shear strength and initial tangent modulus in the field it is possible to accurately describe in situ stress-strain behavior.
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Published In
Journal of the Geotechnical Engineering Division
Volume 105 • Issue 9 • September 1979
Pages: 1001 - 1016
Copyright
© 1979 American Society of Civil Engineers.
History
Published in print: Sep 1979
Published online: Feb 11, 2021
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Vincent P. Drnevich, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Kentucky, Lexington, Ky
Karl Rainer Massarsch, M.ASCE
Sr. Engr., Vattenbyggnadsbryon, Stockholm, Sweden
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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.