Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees

Low-grade magnesium oxide (LG-MgO) was proposed as ordinary Portland cement (OPC) or lime substitute (CaO) for metal(loid)s remediation in contaminated soils. Some metal(loid)s precipitate at pH ≈ 9 in insoluble hydroxide form thus avoiding their leaching. LG-MgO avoids the re-dissolution of certain...

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Main Authors: Jessica Giro-Paloma, Joan Formosa, Josep M. Chimenos
Format: Article
Language:English
Published: MDPI AG 2020-09-01
Series:Sustainability
Subjects:
Online Access:https://www.mdpi.com/2071-1050/12/18/7340
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spelling doaj-8380b8ef8c734f89882a996f833328032020-11-25T03:26:08ZengMDPI AGSustainability2071-10502020-09-01127340734010.3390/su12187340Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO DegreesJessica Giro-Paloma0Joan Formosa1Josep M. Chimenos2Departament de Ciència de Materials i Química Física, Universitat de Barcelona, 08028 Barcelona, SpainDepartament de Ciència de Materials i Química Física, Universitat de Barcelona, 08028 Barcelona, SpainDepartament de Ciència de Materials i Química Física, Universitat de Barcelona, 08028 Barcelona, SpainLow-grade magnesium oxide (LG-MgO) was proposed as ordinary Portland cement (OPC) or lime substitute (CaO) for metal(loid)s remediation in contaminated soils. Some metal(loid)s precipitate at pH ≈ 9 in insoluble hydroxide form thus avoiding their leaching. LG-MgO avoids the re-dissolution of certain metal(loid)s at 9.0 < pH < 11.0 (pH-dependents), whose solubility depends on the pH. A highly contaminated soil with heavy metal(loid)s was stabilized using different LG-MgO by-products sources as stabilizing agents. Two of the three studied LG-MgOs were selected for the stabilization, by mixing 5, 10, and 15 wt.%. The effect of using LG-MgO not only depends on the size of the particles, but also on those impurities that are present in the LG-MgO samples. Particle size distribution, X-ray fluorescence (XRF), X-ray diffraction (XRD), thermogravimetric analysis, citric acid test, specific surface, bulk density, acid neutralization capacity, batch leaching tests (BLTs), and percolation column tests (PCTs) were techniques used to deeply characterize the different LG-MgO and the contaminated and remediated soils. The remediation’s results efficacy indicated that when the medium pH was between 9.0 and 11.0, the concentration of pH-dependent metal(loid)s decreases significantly. Although around 15 wt.% of a stabilizing agent was appropriate for the soil remediation to ensure an alkali reservoir that maintains optimal stabilization conditions for a long period, 5 wt.% of LG-MgO was enough to remedy the contaminated soil. When evaluating a polluted and decontaminated soil, both BLTs and PCTs should be complementary procedures.https://www.mdpi.com/2071-1050/12/18/7340polluted soilLG-MgOsoil stabilizationmagnesium oxide by-productspercolation column testbatch leaching test
collection DOAJ
language English
format Article
sources DOAJ
author Jessica Giro-Paloma
Joan Formosa
Josep M. Chimenos
spellingShingle Jessica Giro-Paloma
Joan Formosa
Josep M. Chimenos
Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees
Sustainability
polluted soil
LG-MgO
soil stabilization
magnesium oxide by-products
percolation column test
batch leaching test
author_facet Jessica Giro-Paloma
Joan Formosa
Josep M. Chimenos
author_sort Jessica Giro-Paloma
title Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees
title_short Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees
title_full Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees
title_fullStr Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees
title_full_unstemmed Stabilization Study of a Contaminated Soil with Metal(loid)s Adding Different Low-Grade MgO Degrees
title_sort stabilization study of a contaminated soil with metal(loid)s adding different low-grade mgo degrees
publisher MDPI AG
series Sustainability
issn 2071-1050
publishDate 2020-09-01
description Low-grade magnesium oxide (LG-MgO) was proposed as ordinary Portland cement (OPC) or lime substitute (CaO) for metal(loid)s remediation in contaminated soils. Some metal(loid)s precipitate at pH ≈ 9 in insoluble hydroxide form thus avoiding their leaching. LG-MgO avoids the re-dissolution of certain metal(loid)s at 9.0 < pH < 11.0 (pH-dependents), whose solubility depends on the pH. A highly contaminated soil with heavy metal(loid)s was stabilized using different LG-MgO by-products sources as stabilizing agents. Two of the three studied LG-MgOs were selected for the stabilization, by mixing 5, 10, and 15 wt.%. The effect of using LG-MgO not only depends on the size of the particles, but also on those impurities that are present in the LG-MgO samples. Particle size distribution, X-ray fluorescence (XRF), X-ray diffraction (XRD), thermogravimetric analysis, citric acid test, specific surface, bulk density, acid neutralization capacity, batch leaching tests (BLTs), and percolation column tests (PCTs) were techniques used to deeply characterize the different LG-MgO and the contaminated and remediated soils. The remediation’s results efficacy indicated that when the medium pH was between 9.0 and 11.0, the concentration of pH-dependent metal(loid)s decreases significantly. Although around 15 wt.% of a stabilizing agent was appropriate for the soil remediation to ensure an alkali reservoir that maintains optimal stabilization conditions for a long period, 5 wt.% of LG-MgO was enough to remedy the contaminated soil. When evaluating a polluted and decontaminated soil, both BLTs and PCTs should be complementary procedures.
topic polluted soil
LG-MgO
soil stabilization
magnesium oxide by-products
percolation column test
batch leaching test
url https://www.mdpi.com/2071-1050/12/18/7340
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