Technical Papers
Feb 9, 2016

Threshold Shear Strains for Cyclic Degradation and Cyclic Pore Water Pressure Generation in Two Clays

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 142, Issue 5

Abstract

Cyclic threshold shear strains are fundamental cyclic soil properties that have not been fully investigated. To learn more about the threshold shear strains for cyclic degradation, γtd, and cyclic pore water pressure generation, γtp, in fully saturated clays, nine multistage cyclic strain-controlled NGI direct simple shear tests are conducted on laboratory-made kaolinite clay (PI=28) and kaolinite-bentonite clay (PI=55). Three levels of vertical effective consolidation stress, σvc (113 kPa, approximately 216 kPa, and approximately 674 kPa); three OCRs (1, 4 and 7.8); and two cyclic loading frequencies, f (0.01 and 0.1 Hz), were applied. In three tests on the normally consolidated (NC) kaolinite clay, γtd varied between 0.012 and 0.014% and γtp between 0.014 and 0.034%. In two tests on the overconsolidated (OC) kaolinite clay with OCR=4, γtd was 0.013% and γtp 0.016 and 0.017%. In two tests on the NC kaolinite-bentonite clay, γtd was 0.013 and 0.016% and γtp 0.052 and 0.078%. In the test on OC kaolinite-bentonite clay with OCR=4, γtd was 0.014% and with OCR=7.8 it was 0.012%. For the same soil γtp is typically slightly greater than γtd. Clear trends of γtd and γtp with σvc, OCR, and f could not be identified given the relatively small number of tests. The results indicate that if these trends exist they are small. The comparison of the above results with those from the literature shows that γtd for six different soils ranges between 0.006 and 0.05% and γtp for eight soils between 0.014 and 0.1%, and that there is a modest trend of γtd and moderate trend of γtp increasing with PI.

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Acknowledgments

The help of the UCLA Civil and Environmental Engineering Department engineers Dr. Alberto Salamanca and Mr. Harold Kasper in modifying the testing equipment and maintaining it in excellent condition is gratefully acknowledged. The help of the international research visitors from the Faculty of Civil Engineering, University of Rijeka, Croatia, Dr. Vedran Jagodnik and M.Sc. Vedran Pavlic, in conducting classification, consolidation, and some cyclic tests is sincerely appreciated.

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 142Issue 5May 2016

History

Received: Feb 18, 2015
Accepted: Nov 2, 2015
Published online: Feb 9, 2016
Published in print: May 1, 2016
Discussion open until: Jul 9, 2016

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Ahmadreza Mortezaie, Ph.D., M.ASCE [email protected]
Principal and Senior Geotechnical Engineer, Geo-Advantec, Inc., 457 West Allen Ave., Suite 113, San Dimas, CA 91773. E-mail: [email protected]
Mladen Vucetic, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593 (corresponding author). E-mail: [email protected]

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