TECHNICAL PAPERS
Jun 1, 1996
Strain Localization and Undrained Steady State of Sand
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VIEW THE REPLYAuthors: Richard J. Finno, Member, ASCE,, Wendell W. Harris, Associate Member, ASCE,, Michael A. Mooney, Associate Member, ASCE,, and Gioacchino ViggianiAuthor Affiliations
Publication: Journal of Geotechnical Engineering
Volume 122, Issue 6
Abstract
Experimental results are presented that characterize the behavior of a loose, fine-grained, water-saturated sand tested under globally undrained conditions is a plane strain apparatus. Together with local measurements of boundary forces and deformations, stereophotogrammetry is used to track the progressive localization of strain. The constitutive behaviors in the tests prior to localization can be characterized as either undrained local softening or undrained load softening and subsequent rehardening. In both cases, a consistent pattern of onset of the formation of the persistent shear band, mobilization of the maximum effective friction, and the complete formation of the band was observed. Conditions approximating steady state only were observed in the shear bands. The effect of strain localization on the conventionally derived steady state line was found to be minimal when undrained load softening behavior was observed, but significantly different steady-state lines were found from results of plane strain and axisymmetric tests. The differences between tests conducted under these two stress conditions assessed to evaluate the practical implications of the observed differences.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Jun 1, 1996
Published in print: Jun 1996
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Richard J. Finno, Member, ASCE,
James N. and Margie M. Krebs Prof., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL 60208.
Wendell W. Harris, Associate Member, ASCE,
Asst. Prof., Dept. of Civ. Engrg., Univ. of Alabama, Tuscaloosa, AL 35487.
Michael A. Mooney, Associate Member, ASCE,
Asst. Prof., Dept. of Civ. Engrg., Univ. of Oklahoma, Norman, OK.
Gioacchino Viggiani
Postdoc., Dept. of Civ. Engrg., Northwestern Univ., Evanston, IL.
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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.