What question did this study set out to answer?

To evaluate the feasibility, mechanical properties, and environmental footprint of incorporating dried sewage sludge as a partial binder replacement in high-volume fly ash concrete.

May 18, 2022Innovative Infrastructure Solutions48 citationsOpen Access

Enhancing the sustainability of high strength concrete in terms of embodied energy and carbon emission by incorporating sewage sludge and fly ash

MKMithesh KumarManipal Academy of Higher Education SPShreelaxmi PrashantManipal Academy of Higher Education MKMuralidhar KamathRashtrasant Tukadoji Maharaj Nagpur University

Key Points

To evaluate the feasibility, mechanical properties, and environmental footprint of incorporating dried sewage sludge as a partial binder replacement in high-volume fly ash concrete.
Characterized dried sewage sludge samples using XRF, XRD, TGA, and FTIR techniques.
Prepared 50 MPa concrete mixes with 50% fly ash, replacing binder with 75 µm and 150 µm ground sewage sludge at 5%, 10%, and 15% replacement levels.
Measured fresh properties, mechanical strength parameters, embodied energy, carbon index, and unit cost per compressive strength.
Concrete prepared with 5% replacement of 75 µm sewage sludge retained mechanical strength within acceptable limits for M50 grade concrete.
Sewage sludge addition reduced overall embodied energy, carbon dioxide emissions, and cost per unit strength compared to conventional concrete.
Replacement levels exceeding 10% degraded mechanical performance, reducing compressive strength by 11.17%, flexural strength by 6.23%, and splitting tensile strength by 6.99%.

Abstract

Abstract This paper discusses the properties of dried sewage sludge (SS) and its influence on the microstructure development of HVFA concrete when used as a partial replacement of binder material. A detailed characterization of dried sludge samples collected from a sewage treatment plant is carried out using XRF, XRD, TGA, and FTIR techniques. HVFA concrete mix is designed for 50 MPa with 50% fly ash of the total binder content. Sludge is ground to a particle size of 150 µ and 75 µ and replaced at levels of 5%, 10%, and 15% of the total binder content. The strength activity index of the dried sludge sample is acceptable as per standards. Taking concrete mixes with HVFA as a reference, the fresh properties of binder paste and concrete with sewage sludge have been studied. Mechanical properties that define the applicability to various infrastructure projects are reported for all the studied mixes. EI, CI, COST per unit compressive strength for all mixes are also determined to comment on the environmental impact of the use of SS in concrete. The compressive strength of concrete specimens decreases with the increase in replacement level of SS. However, in comparison with OPC concrete, 75 µm SS at 5% replacement level concrete mechanical strength is within the acceptable limit for M50 concrete mix. The addition of SS as a binder to the concrete has a lower environmental impact, embodied energy, CO 2 emission, and cost per unit strength. But more than 10% replacement level resulted in reducing CS, FS, and STS by 11.17%, 6.23%, and 6.99%. Graphical abstract

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