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• W2891547321 startingPage "1191" @default.
• W2891547321 abstract "This study presents a multi-scale evaluation of the effectiveness of two novel binders of reactive magnesia activated blast furnace slag-based binder named as GM and phosphate-based binder named as KMP to stabilize mixed zinc (Zn) and chloride (Cl) contaminated soil collected from an abandoned industrial electroplating company site. The stabilized soils cured at 1, 3, 7, and 28 days were subjected to soil pH, unconfined compressive strength, leachability and Zn speciation tests. The X-ray diffraction, scanning electron microscope and energy dispersive spectroscopy analyses were also performed to investigate the immobilization mechanisms of Zn and Cl in the stabilized soils. The test results showed that the unconfined compressive strength of the soils stabilized with 6% wt GM or KMP after 28 days curing was significantly improved, and the leached Zn and Cl concentrations were well below their corresponding remediation goals. In general, the KMP stabilized soil possessed superior performance in terms of higher unconfined compressive strength in early curing (7 days) and lower leached Zn concentration. While the GM exhibited superior Cl immobilization in the stabilized soil. The X-ray diffraction and energy dispersive spectroscopy results indicated that the Zn-bearing precipitates and Cl-bearing Friedel’s salt were the predominant mechanisms of immobilizing Zn and Cl by using GM, while the formation of phosphate-bearing precipitates containing Zn and Cl were the predominant mechanisms of immobilizing Zn and Cl by using KMP. The results demonstrate that both GM and KMP are promising binders in treating Zn and Cl-contaminated soils at electroplating industry sites." @default.
• W2891547321 created "2018-09-27" @default.
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• W2891547321 date "2018-11-01" @default.
• W2891547321 modified "2023-10-12" @default.
• W2891547321 title "Performance of two novel binders to stabilize field soil with zinc and chloride: Mechanical properties, leachability and mechanisms assessment" @default.
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• W2891547321 doi "https://doi.org/10.1016/j.conbuildmat.2018.09.072" @default.
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