Technical Papers
Apr 21, 2015

Evaluating Impact Resonance Testing As a Tool for Predicting Hydraulic Conductivity and Strength Changes in Cement-Stabilized Soils

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 12

Abstract

In this paper the impact resonance (IR) test method is used as a nondestructive tool to examine the curing progression, freeze/thaw (f/t) resistance, and healing potential of cement-stabilized soils. Resonant frequency (RF) measurements on specimens moist cured for up to 241 days indicate that the main portion of the hydration process is completed after about 60 days. Results of RF measurements on immature (i.e., cured for 16 days) and mature (i.e., cured for over 110 days) specimens exposed to 12 cycles of f/t indicate that the initial f/t exposure had a significant effect on the degradation of the structure. After the initial f/t cycle, some specimens exhibited continued reductions in RF values to as low as 10% of the initial measurements, while several specimens showed signs of recovery leading to minor increases in the RF values. Changes in RF values are compared with the hydraulic conductivity changes measured on the same specimens reported in a previous publication by the authors. Based on the results, a prescreening scheme is proposed that can significantly reduce the time required for f/t studies of cement-stabilized soils. Also, RF measurements after 120 days of a post-exposure healing period show a significant potential for recovery in RF values for f/t exposed specimens. However, the recoveries in RF values are not proportional to the hydraulic conductivity recovery of the specimens.

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Acknowledgments

The funding for this project was provided by NSERC through the NSERC CREATE and Discovery grant programs. The authors would like to thank Mitch Woodworth for assistance in the laboratory.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 12December 2015

History

Received: Sep 3, 2014
Accepted: Feb 23, 2015
Published online: Apr 21, 2015
Discussion open until: Sep 21, 2015
Published in print: Dec 1, 2015

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Authors

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Reza Jolous Jamshidi
Ph.D. Candidate, Dept. of Civil and Resource Engineering, Dalhousie Univ., Room D215, D Building, 1360 Barrington St., P.O. Box 15000, Halifax, NS, Canada B3H 4R2.
Craig B. Lake [email protected]
Associate Professor and Head, Dept. of Civil and Resource Engineering, Dalhousie Univ., Room D215, D Building, 1360 Barrington St., P.O. Box 15000, Halifax, NS, Canada B3H 4R2 (corresponding author). E-mail: [email protected]
Christopher L. Barnes
Senior Materials Engineer, AMEC Environment and Infrastructure, Dartmouth, Nova Scotia, Canada; and Adjunct Professor, Dept. of Civil and Resource Engineering, Dalhousie Univ., Room D215, D Building, 1360 Barrington St., P.O. Box 15000, Halifax, NS, Canada B3H 4R2.

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