Mechanical Performance and Microstructural Characteristics of Concrete Incorporating Drinking Water Treatment Sludge as Fine Aggregate Replacement

The management of sludge generated during drinking water treatment poses an environmental challenge due to the large volumes produced and the associated disposal costs. This study evaluates the potential use of sludge from the El Bosque Drinking Water Treatment Plant (Cartagena, Colombia) as a partial replacement of fine aggregate in concrete production. The sludge was characterized through physical, chemical, mineralogical, and microstructural analyses, including particle size distribution, Atterberg limits, specific gravity, X-ray diffraction (XRD), X-ray fluorescence (XRF), scanning electron microscopy coupled with energy-dispersive spectroscopy (SEM-EDS), and petrographic examination. Five concrete mixtures were produced by replacing the fine aggregate with sludge at 0%, 5%, 10%, 15%, and 20% by mass. Mechanical performance was assessed through compressive strength and splitting tensile strength tests at curing ages of 7, 14, and 28 days. The results showed that increasing sludge content led to a progressive reduction in mechanical strength. Nevertheless, the mixture containing 5% sludge achieved a 28-day compressive strength of 26.15 MPa, corresponding to 96.9% of the design strength and comparable to the control mixture. Microstructural analyses revealed that higher sludge incorporation levels increased porosity and microcracking while reducing the relative proportion of cementitious matrix, explaining the observed decline in mechanical performance. These findings demonstrate the technical feasibility of incorporating DWTS from the El Bosque Drinking Water Treatment Plant as a limited replacement for fine aggregate without substantial losses in mechanical performance. The study provides site-specific physicochemical, mineralogical, and microstructural information that supports the sustainable valorization of this locally generated residue within circular economy strategies for the construction sector.

Authors

Institutions

Publication Details

Journal
Construction Materials
Published
2026-09-15
DOI
https://doi.org/10.3390/constrmater6050065
Primary Topic
Recycling and utilization of industrial and municipal waste in materials production
Type
article
Field-Weighted Citation Impact
0.00
Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
article

Mechanical Performance and Microstructural Characteristics of Concrete Incorporating Drinking Water Treatment Sludge as Fine Aggregate Replacement

Mónica Eljaiek-Urzola, Manuel Saba, Jair de Jesús Arrieta Baldovino, Oswaldo José Cueto Pérez et al.
Construction Materials
Recycling and utilization of industrial and municipal waste in materials production
article

Mechanical Performance and Microstructural Characteristics of Concrete Incorporating Drinking Water Treatment Sludge as Fine Aggregate Replacement

Mónica Eljaiek-Urzola, Manuel Saba, Jair de Jesús Arrieta Baldovino, Oswaldo José Cueto Pérez, William Eduardo Moyano Salazar
article en

Abstract

The management of sludge generated during drinking water treatment poses an environmental challenge due to the large volumes produced and the associated disposal costs. This study evaluates the potential use of sludge from the El Bosque Drinking Water Treatment Plant (Cartagena, Colombia) as a partial replacement of fine aggregate in concrete production. The sludge was characterized through physical, chemical, mineralogical, and microstructural analyses, including particle size distribution, Atterberg limits, specific gravity, X-ray diffraction (XRD), X-ray fluorescence (XRF), scanning electron microscopy coupled with energy-dispersive spectroscopy (SEM-EDS), and petrographic examination. Five concrete mixtures were produced by replacing the fine aggregate with sludge at 0%, 5%, 10%, 15%, and 20% by mass. Mechanical performance was assessed through compressive strength and splitting tensile strength tests at curing ages of 7, 14, and 28 days. The results showed that increasing sludge content led to a progressive reduction in mechanical strength. Nevertheless, the mixture containing 5% sludge achieved a 28-day compressive strength of 26.15 MPa, corresponding to 96.9% of the design strength and comparable to the control mixture. Microstructural analyses revealed that higher sludge incorporation levels increased porosity and microcracking while reducing the relative proportion of cementitious matrix, explaining the observed decline in mechanical performance. These findings demonstrate the technical feasibility of incorporating DWTS from the El Bosque Drinking Water Treatment Plant as a limited replacement for fine aggregate without substantial losses in mechanical performance. The study provides site-specific physicochemical, mineralogical, and microstructural information that supports the sustainable valorization of this locally generated residue within circular economy strategies for the construction sector.

Construction MaterialsVol. 6(5)
University of Cartagena (CO)
Industry, innovation and infrastructure
Openalex Percentile: Top 14%
Recycling and utilization of industrial and municipal waste in materials production
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.