1. Immobilization of molybdenum by alternative cementitious binders and synthetic C-S-H: An experimental and numerical study
- Author
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Cédric Roosz, Simon Blotevogel, Martin Cyr, Laura Diaz Caselles, Julie Hot, Laboratoire Matériaux et Durabilité des constructions (LMDC), Université Toulouse III - Paul Sabatier (UT3), Université Fédérale Toulouse Midi-Pyrénées-Université Fédérale Toulouse Midi-Pyrénées-Institut National des Sciences Appliquées - Toulouse (INSA Toulouse), Institut National des Sciences Appliquées (INSA)-Institut National des Sciences Appliquées (INSA), Institut National des Sciences Appliquées - Toulouse (INSA Toulouse), Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Institut National des Sciences Appliquées (INSA)-Université de Toulouse (UT)-Université Toulouse III - Paul Sabatier (UT3), and Université de Toulouse (UT)
- Subjects
Environmental Engineering ,010504 meteorology & atmospheric sciences ,chemistry.chemical_element ,Stabilization mechanisms ,[CHIM.INOR]Chemical Sciences/Inorganic chemistry ,010501 environmental sciences ,engineering.material ,01 natural sciences ,Portlandite ,law.invention ,chemistry.chemical_compound ,[CHIM.ANAL]Chemical Sciences/Analytical chemistry ,[SDU.STU.GC]Sciences of the Universe [physics]/Earth Sciences/Geochemistry ,law ,Powellite ,Environmental Chemistry ,Waste Management and Disposal ,0105 earth and related environmental sciences ,Ground granulated blast furnace slag ,[CHIM.MATE]Chemical Sciences/Material chemistry ,Contaminated soils ,Pollution ,6. Clean water ,Portland cement ,chemistry ,13. Climate action ,Molybdenum ,Ground granulated blast-furnace slag ,[SDE]Environmental Sciences ,Calcium silicate ,Leaching ,engineering ,Leaching (metallurgy) ,Cementitious ,Thermodynamic modeling ,Nuclear chemistry - Abstract
International audience; Excavation operations during construction produce millions of tons of soil sometimes with high leachable molybdenum (Mo) contents, that can lead to risks for both human health and the environment. It is therefore necessary to immobilize the Mo in excavated soils to reduce pollution and lower the costs of soil disposal. This paper studies the immobilization of Mo by three cementitious binders. To this end, one Ordinary Portland cement (OPC), one binder composed of 90% ground granulated blast furnace slag (GGBS) and 10% OPC, and one supersulfated GGBS binder were spiked with sodium molybdate at six different Mo concentrations from 0.005 wt% to 10 wt% before curing. In addition, to gain mechanistic insights, the capacity of synthetic calcium silicate hydrates (C-S-H) to immobilize Mo was studied. This study was completed by thermodynamic modeling to predict the immobilization of Mo at low Mo concentrations (95%) by the coprecipitation of powellite. Thermodynamic modeling was in good agreement with measured values when the equilibrium constant of powellite was modified to LogK = −7.2. This suggested that powellite is less stable in cementitious environments than would be expected from thermodynamic databases. Moreover, modeling showed that, for a solution at equilibrium with portlandite or C-S-H, the Mo concentration is limited to 1.7 mg/L by powellite precipitation. In contrast, for a solution saturated with respect to ettringite, the threshold concentration for powellite precipitation is 6.5 mg/L.
- Published
- 2021
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