Tailings Reuse in Low-Permeability Reactive Geochemical Barriers
This paper presents the physical, hydrogeological, and geochemical characterizations of two types of tailings: one from the nickel–cobalt (Ni–Co) and the other from the lead–zinc (Pb–Zn) industries. The study is restricted only to Ni and Zn ions behavior. The mineralogical composition of the studied tailings is primarily composed of oxides and hydroxides of iron, aluminum, and silica. Based on their grain size, these wastes are geotechnically classified as low plasticity silts, with permeability ranging from 10−8 m/s to less than 10−9 m/s. Batch and column flow tests, along with metal transport tests using heavy metal-contaminated wastewater, reveal that these tailings have an adsorption capacity for metals such as nickel (Ni) and zinc (Zn) ranging from 2000 to 6000 mg/kg of solid. This high adsorption capacity surpasses that of many clayey soils used for sealing municipal, industrial, mining, and metallurgical waste deposits. Additionally, these wastes can neutralize the acidity of wastewater. The results indicate that the mineralogical composition and pH of these tailings are key factors determining their adsorption characteristics and mechanisms. Due to their characteristics, these tailings could be evaluated for use as low-permeability reactive geochemical barriers (LPRGB) in the conditioning of repositories for the storage of industrial, urban, mining and metallurgical waste. This would allow large volumes of tailings to be repurposed effectively.
Authors
- Joanna Butlańska (ORCID: https://orcid.org/0000-0003-3447-4346)
- Roberto Rodríguez (ORCID: https://orcid.org/0000-0003-3801-3213)
- Aldo Onel Oliva González (ORCID: https://orcid.org/0000-0001-6119-8602)
Institutions
- Consejo Superior de Investigaciones Científicas (ES)
- Instituto Geológico y Minero de España (ES)
Publication Details
- Journal
- Processes
- Published
- 2025-06-13
- DOI
- https://doi.org/10.3390/pr13061870
- Primary Topic
- Mine drainage and remediation techniques
- Type
- article
- Field-Weighted Citation Impact
- 0.00