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 as an indicator of soil compressibility are demonstrated and the usefulness of the relationship = 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 and LL are not necessarily those of the highest compressibility. The parameters CR [+/(1 + )] or are better indicators of compressibility and peak values of these parameters do not coincide with peak values of . The plasticity index, or position on the plasticity chart, is shown to provide a more reliable guide to soil compressibility than the liquid limit.
Get full access to this article
View all available purchase options and get full access to this article.
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.
Information & Authors
Information
Published In
Copyright
Copyright © 1988 ASCE.
History
Published online: Jun 1, 1988
Published in print: Jun 1988
Permissions
Request permissions for this article.
Authors
Affiliations
Laurence D. Wesley, Member, ASCE
Sr. Lect., Dept. of Civ. Engrg., Univ. of Auckland, Auckland, New Zealand
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
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.