Research Article
Jun 1978
End Restraint Effects on Cyclic Triaxial Strength of Sand
Authors: Kenneth L. Lee, M.ASCE, and Frank J. VerneseAuthor Affiliations
Publication: Journal of the Geotechnical Engineering Division
Volume 104, Issue 6
Abstract
Cyclic triaxial tests were performed on various soils at different densities and different consolidation pressures, using regular and lubricated ends to explore the possible effect of end restraint. In addition, a number of supplementary tests were also performed, all of which led to the conclusion that for sands tested, the following factors had no measurable effects on the cyclic triaxial strengths: cyclic frequency, load shape, small center dowels at the ends, and sample diameter. The end restraint study showed that the cyclic strength was greater for frictionless ends than for regular ends by amounts ranging from zero for nondilatant soils, to as much as 35% for dense, very dilatant sands. For the usual cases of loose to medium dense sands, for which cyclic tests are most frequently performed, the apparent strength increase is only about 10%, which has already been included in the Cr factor for converting cyclic triaxial results to field strengths.
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Published In
Journal of the Geotechnical Engineering Division
Volume 104 • Issue 6 • June 1978
Pages: 705 - 719
Copyright
© 1978 American Society of Civil Engineers.
History
Published in print: Jun 1978
Published online: Feb 11, 2021
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Kenneth L. Lee, M.ASCE
Deceased, Formerly, Prof., School of Engrg. and Applied Sci., Univ. of California, Los Angeles, Calif
Frank J. Vernese
Staff Engr., Dames and Moore, Cranford, N.J.
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