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, , and cyclic pore water pressure generation, , in fully saturated clays, nine multistage cyclic strain-controlled NGI direct simple shear tests are conducted on laboratory-made kaolinite clay () and kaolinite-bentonite clay (). Three levels of vertical effective consolidation stress, (113 kPa, approximately 216 kPa, and approximately 674 kPa); three OCRs (1, 4 and 7.8); and two cyclic loading frequencies, (0.01 and 0.1 Hz), were applied. In three tests on the normally consolidated (NC) kaolinite clay, varied between 0.012 and 0.014% and between 0.014 and 0.034%. In two tests on the overconsolidated (OC) kaolinite clay with , was 0.013% and 0.016 and 0.017%. In two tests on the NC kaolinite-bentonite clay, was 0.013 and 0.016% and 0.052 and 0.078%. In the test on OC kaolinite-bentonite clay with , was 0.014% and with it was 0.012%. For the same soil is typically slightly greater than . Clear trends of and with , OCR, and 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 for six different soils ranges between 0.006 and 0.05% and for eight soils between 0.014 and 0.1%, and that there is a modest trend of and moderate trend of 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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© 2016 American Society of Civil Engineers.
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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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