Research Article
Sep 1974
Behavior of Compacted Soil in Tension
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VIEW THE REPLYAuthors: Addanki V. Gopala Krishnayya, Zdenek Eisenstein, M.ASCE, and Norbert R. Morgenstern, M.ASCEAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 100, Issue 9
Abstract
An analysis of cracking of clay cores of earth dams requires an understanding of behavior of soils in tension. A study of a typical core material is performed to investigate the various factors influencing the tensile strength and stress-strain relationships in tension. Studied are effects of water content, compactive effort, rate of loading, and change of plasticity by adding bentonite. Various experimental procedures for tensile tests are examined with the indirect tensile test chosen as the most convenient. The experimental technique used with this type of test is described in detail. The test results indicate that the tensile strength of a typical low to medium plasticity core soil can be assumed to be zero for practical purposes of design and analysis. The stress-strain properties are, however, needed if attempts in design are made to minimize the cracking potential of an earth dam and if lateral extensometer readings are to be interpreted.
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Published In
Journal of the Geotechnical Engineering Division
Volume 100 • Issue 9 • September 1974
Pages: 1051 - 1061
Copyright
© 1974 American Society of Civil Engineers.
History
Published in print: Sep 1974
Published online: Feb 10, 2021
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Authors
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Addanki V. Gopala Krishnayya
Proj. Engr., EBA Engrg. Consultants, Ltd., Edmonton, AB, Canada
Zdenek Eisenstein, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, AB, Canada
Norbert R. Morgenstern, M.ASCE
Prof., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, AB
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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.