Technical Papers
Jul 24, 2014

Alkali-Activated Ground-Granulated Blast Furnace Slag for Stabilization of Marine Soft Clay

Publication: Journal of Materials in Civil Engineering
Volume 27, Issue 4

Abstract

This paper investigated the stabilization efficacy of alkali-activated ground-granulated blast furnace slag (GGBS) for a marine soft clay, compared with that of portland cement (PC). The influence of activators, including NaOH, Na2CO3, carbide slag (CS), NaOH-CS, Na2CO3-CS, and Na2SO4-CS, on the stabilization efficacy was investigated. A range of tests were conducted to investigate the properties of stabilized clays, including unconfined compressive strength (UCS), X-ray diffraction (XRD), scanning electron microscopy (SEM), and mercury intrusion porosimetry (MIP). The results indicated that Na2CO3-GGBS had no stabilization efficacy for this marine soft clay. NaOH-GGBS-stabilized clay yielded the highest UCS at 7, 28, and 90 days; however, the UCS decreased from 90 to 180 days because of the microcracking. CS-GGBS-stabilized clay had higher 90-day and 180-day UCS than that of PC-stabilized clay, but significantly lower 7-day and 28-day UCS. NaOH, Na2CO3, and Na2SO4 could enhance the strength development rate of CS-GGBS-stabilized clay. However, the UCS of NaOH-CS-GGBS and Na2CO3-CS-GGBS-stabilized clays decreased from 90 to 180 days as well. Na2SO4-CS-GGBS was found to be the optimum binder for this marine soft clay, yielding at least twice higher UCS than that of PC stabilized clay at any age studied. Considerable ettringite was produced in the Na2SO4-CS-GGBS stabilized clay, which contributed to the enhanced strength.

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Acknowledgments

The authors greatly appreciate the funding provided by National Science and Technology Pillar Program (2012BAJ01B02-01) and Natural Science Foundation of Jiangsu Province (SBK2014040468). The authors thank Dr. Somayeh Nassiri and Dr. Leon F. Gay at the University of Alberta, Canada, for their valuable comments.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 27Issue 4April 2015

History

Received: Jan 13, 2014
Accepted: Apr 7, 2014
Published online: Jul 24, 2014
Discussion open until: Dec 24, 2014
Published in print: Apr 1, 2015

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Ph.D. Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China; presently, Postdoctoral Fellow, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
Graduate Student, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]
Songyu Liu, M.ASCE [email protected]
Professor, Institute of Geotechnical Engineering, Southeast Univ., Nanjing 210096, China. E-mail: [email protected]

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