MgO-GGBS Binder–Stabilized/Solidified PAE-Contaminated Soil: Strength and Leachability in Early Stage
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Peer-reviewed
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Abstract
The MgO-GGBS (granulated ground blast furnace slag) binder, as a novel binder, has gained increasing attention in recent decades in S/S (stabilization/solidification) to treat contaminated soils. In this study, the physical strength and leaching performance of a MgO-GGBS (MG) binder was examined and compared with PC (Portland cement) and PF (PC and fly ash) regarding the S/S treatment of PAEs (dimethyl phthalates) contaminated soil after a 7-day curing. PC, GGBS, FA (fly ash) and MgO were used as binders and the effect of different MG dosage was discussed. The results show that the order of early-stage strength after a 7-day curing was: PF
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Journal Title
Journal of Geotechnical and Geoenvironmental Engineering
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Journal ISSN
1090-0241
1943-5606
1943-5606
Volume Title
147
Publisher
American Society of Civil Engineers (ASCE)
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Except where otherwised noted, this item's license is described as All rights reserved
Sponsorship
National Key R&D Program of China (2018YFC1803100), the National Natural Science Foundation of China (No. 51978157) and the Fundamental Research Funds
