TECHNICAL NOTES
Jun 1, 1988

Compression Index: Misleading Parameter?

Publication: Journal of Geotechnical Engineering
Volume 114, Issue 6

Abstract

The limitations of the compression index Cc as an indicator of soil compressibility are demonstrated and the usefulness of the relationship Cc = 0.007(LL. - 10) is questioned. (Note: LL = liquid limit.) Using experimental data from three soil groups of widely differing properties, it is shown that soils having the highest values of Cc and LL are not necessarily those of the highest compressibility. The parameters CR [+Cc/(1 + 3o)] or mv are better indicators of compressibility and peak values of these parameters do not coincide with peak values of Cc. The plasticity index, or position on the plasticity chart, is shown to provide a more reliable guide to soil compressibility than the liquid limit.

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Reference

1.
Saxena, S. K., Hedberg, J., and Ladd, C. C. (1978). “Geotechnical properties of Hackensack Valley varved clays of New Jersey.” Geotech. Testing J., 1(3), 148–161.

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 114Issue 6June 1988
Pages: 718 - 723

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Published online: Jun 1, 1988
Published in print: Jun 1988

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Laurence D. Wesley, Member, ASCE
Sr. Lect., Dept. of Civ. Engrg., Univ. of Auckland, Auckland, New Zealand

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