Technical Notes
Oct 19, 2016

Simple Index Tests for Assessing the Recompression Index of Fine-Grained Soils

Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 4

Abstract

The recompression index (Cr) of fine-grained soils is conventionally determined from consolidation tests on undisturbed samples, but it has been suggested to estimate Cr using empirical models (i.e., correlation equations). So far, however, only a few attempts have been made to establish correlation equations for recompression indexes. In this paper, two independent databases of experimental data on more than 100 different soils are statistically analyzed to (1) examine which index properties correlate best with Cr; (2) establish correlation equations between Cr and index properties; and (3) evaluate the validity and reliability of the proposed equations and existing empirical models. The results of this study suggest that (1) there are significant linear correlations between the recompression index and index properties, and (2) the proposed correlation equations provide quite good estimates of recompression indexes for fine-grained soils with wide ranges of stress histories and sensitivities.

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Acknowledgments

The writer wishes to express sincere appreciation to the editor, Professor Timothy D. Stark, and three anonymous reviewers for their extensive and constructive comments that considerably improved the manuscript.

References

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Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 143Issue 4April 2017

History

Received: Oct 31, 2015
Accepted: Jul 26, 2016
Published online: Oct 19, 2016
Discussion open until: Mar 19, 2017
Published in print: Apr 1, 2017

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Authors

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Karim Kootahi [email protected]
Full-Time Instructor, Dept. of Civil Engineering, Saghez Branch, Islamic Azad Univ., 6681973477 Saghez, Iran. E-mail: [email protected]

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