Author
Listed:
- Jacek Kostrzewa
(Department of Hydro-Engineering and Hydraulics, Faculty of Environmental Engineering, Warsaw University of Technology, Nowowiejska 20, 00-653 Warsaw, Poland)
- Mirosław Szyłak-Szydłowski
(Chair of Environmental Protection and Management, Faculty of Environmental Engineering, Warsaw University of Technology, Nowowiejska 20, 00-653 Warsaw, Poland)
- Aneta Łukaszek-Chmielewska
(Faculty of Safety Engineering and Civil Protection, Fire University, Słowackiego 52/54, 01-629 Warsaw, Poland)
- Łukasz Kaczmarek
(Department of Hydro-Engineering and Hydraulics, Faculty of Environmental Engineering, Warsaw University of Technology, Nowowiejska 20, 00-653 Warsaw, Poland)
- Paweł Popielski
(Department of Hydro-Engineering and Hydraulics, Faculty of Environmental Engineering, Warsaw University of Technology, Nowowiejska 20, 00-653 Warsaw, Poland)
Abstract
In the face of the raw materials crisis and environmental concerns, sustainable waste management has become a priority for current and future generations. Recycling waste from wastewater treatment plants in a closed loop protects natural resources, reduces landfill volumes, and lowers disposal costs. This paper presents the results of tests on the physical, filtration, and mechanical properties of mixtures of washed mineral waste (WMW) from grit chambers with fly ash from the thermal treatment of municipal sewage sludge (SSA) in a fluidized bed furnace. Additionally, radiological tests of the mixture components were conducted. Based on the conducted tests, the possibility of sustainable use in civil engineering, such as soil backfills and embankment construction materials, was assessed. The possibility of safely using waste materials in the indicated construction solutions was demonstrated for mixtures with dominant WMW content (90% and 70% by total weight). The waste mixtures correspond to poorly or medium-grade sands with a small amount of silt (uniformity coefficients of 3.33, 3.50, and 8.00). They are characterized by maximum dry densities of 1.542, 1.770, and 1.780 g/cm 3 ; optimal moisture contents of 12.54, 12.86, and 20.25%; permeability coefficients of 0.08, 0.22, and 0.39 m/d; and internal friction angles of 38.4, 39.5, and 40.1°. The values of the determined parameters of some mixtures are similar to those of natural sands used as construction aggregates. All mixtures meet the geotechnical criteria for use in road embankments, below frost depth, and in flood embankment bodies. Mixtures with a 90% mass fraction of WMW were also approved for application as backfill for installation trenches. However, none of the mixtures met the hydraulic conductivity threshold required for the upper layers of embankments nor for backfill of abutments and retaining structures without the use of an additional binder (cement or lime), which is considered a prerequisite for these applications.
Suggested Citation
Jacek Kostrzewa & Mirosław Szyłak-Szydłowski & Aneta Łukaszek-Chmielewska & Łukasz Kaczmarek & Paweł Popielski, 2026.
"Wastewater Washed Mineral Waste and Sludge Ash Mixtures for Sustainable Construction Applications,"
Sustainability, MDPI, vol. 18(12), pages 1-30, June.
Handle:
RePEc:gam:jsusta:v:18:y:2026:i:12:p:6001-:d:1965123
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