The material in question is Engineered Cementitious Composite, or ECC, a class of fiber-reinforced cement that behaves in a way ordinary concrete cannot. Where conventional concrete is brittle and cracks catastrophically under tension, ECC bends. Loaded in tension, it develops a dense network of hairline microcracks, each just micrometers wide, and keeps carrying load as it stretches to strains hundreds of times greater than normal concrete can survive. This strain-hardening behavior comes from a carefully micromechanically tuned recipe: a cement-rich matrix, high volumes of fly ash, fine sand, and small doses of polymer fibers that bridge the microcracks and transfer stress across them.

The catch is that ECC, like all concrete, depends on fine aggregate, and the industry standard is river sand. Dredging rivers for sand has become an environmental crisis in its own right, degrading aquatic habitats, lowering water tables and fueling an often-violent illegal sand mining trade across Asia. Meanwhile, steel plants continue to pile up slag, the glassy byproduct that floats to the surface of molten metal during refining. Naveen S and Govardhan Bhat, civil engineers at the National Institute of Technology Raipur, saw an opportunity to solve both problems at once by feeding one waste stream into the other’s supply chain.

Their raw material was induction furnace steel slag, the specific variety of slag generated in induction furnaces used in small and medium steelmaking operations. Rather than grinding it into a powder, the researchers treated it as a sand substitute, crushing and grading it into various particle sizes to match the role that river sand plays in the ECC matrix. They then systematically replaced river sand with the slag at replacement levels of 5, 20, 35, 50 and 65 percent by mass, producing a family of mixes they describe as eco-friendly ductile cementitious composites, a greener variant of ECC that already uses less cement and more fly ash than the original formulation.

The experimental program was exhaustive. The team measured how the fresh mixes flowed and consolidated, then cast specimens for compressive, flexural and uniaxial tensile testing. Durability was probed through ultrasonic pulse velocity, which reveals internal density and microcracking; electrical resistivity, a proxy for the connectivity of pores through which aggressive ions migrate; accelerated carbonation tests, which track the depth to which carbon dioxide penetrates and degrades the alkaline environment that protects embedded reinforcement; and elevated-temperature exposure trials that test how the material survives fire-like conditions. Scanning electron microscopy provided the microstructural evidence, revealing how the slag particles sit within the hydration products and interact with the fiber network at the micrometer scale.

The headline result is strikingly clean: up to 50 percent sand replacement, the slag-based ECC outperformed the conventional river sand version across the board, at every particle size tested. Compressive strength, flexural strength, direct tensile capacity, ultrasonic pulse velocity, electrical resistivity, carbonation resistance and temperature resistance all improved when half the natural sand was swapped for slag. The reason lies partly in the physical character of the slag particles. Steel slag is harder and more angular than river sand, and its rougher surface texture improves mechanical bonding with the surrounding cement paste. In a composite whose ductility depends on controlled crack propagation around and between aggregate particles, that enhanced interfacial bond translates directly into better load transfer and finer, more distributed microcracking.

Beyond the 50 percent threshold, the picture changes. At 65 percent replacement, performance began to decline, and the fresh mix told the story first: flowability dropped as slag content rose, particularly for mixes made with smaller slag particles. The angular, rough-surfaced slag grains increase friction within the fresh paste and absorb more mixing water, stiffening the mix. In ECC, workability is not a cosmetic property. The fibers must be able to disperse uniformly and the matrix must flow around them during casting; a mix that is too stiff risks fiber clumping and voids, which undermine the very strain-hardening mechanism that makes ECC special. The 50 percent ceiling therefore represents a practical optimum where the microstructural benefits of slag outweigh the rheological penalties.

The microstructural analysis reinforced the mechanical story. Scanning electron microscopy showed a denser, better-bonded matrix in the slag-containing composites, consistent with the higher pulse velocities and resistivities measured in the durability tests. A denser pore network slows the ingress of carbon dioxide and chloride ions, the two great enemies of reinforced concrete infrastructure, which is why the improved carbonation resistance matters for real structures. The temperature resistance results add another dimension: ECC is increasingly studied as a fire-resistive and repair material, and a matrix that retains its integrity after heating extends the range of applications where slag-based ECC could be specified.

Crucially, the researchers did not stop at the laboratory bench. Their cost and environmental impact evaluations found that substituting slag for river sand in ECC is both economical and environmentally sustainable. The economics follow from the fact that slag is a waste product available near steel-producing regions, often cheaper than natural sand whose price has climbed as mining restrictions tighten. The environmental accounting counts twice: every tonne of slag diverted into construction is a tonne kept out of landfills or slag heaps, and every tonne of river sand not dredged is a river ecosystem spared. Because ECC mixes already replace a large fraction of cement with fly ash, the slag substitution compounds an existing carbon advantage rather than creating one from scratch.

The implications reach well beyond one laboratory in Chhattisgarh. Steel slag is generated in the hundreds of millions of tonnes globally each year, and induction furnace slag in particular accumulates at the thousands of small steel mills scattered across India and other rapidly industrializing economies. Previous studies have explored slag as coarse aggregate in conventional concrete and as a powder supplement in cement, but this work demonstrates that the fine fraction can serve in the most demanding cementitious applications, where aggregate properties are micromechanically tuned rather than merely accepted. If the 50 percent replacement recipe can be scaled to full-size structural elements and validated under long-term field exposure, bendable, crack-resistant buildings could one day be built literally on the waste of the steel industry, closing two industrial loops with a single mix design.

Subject of Research: Use of induction furnace steel slag as a fine aggregate substitute in sustainable Engineered Cementitious Composites

Article Title: Efficient utilization of induction furnace steel slag for fine aggregate to develop sustainable Engineered Cementitious Composites (ECC)

Article References: S, N., & Bhat, G. (2026). Efficient utilization of induction furnace steel slag for fine aggregate to develop sustainable Engineered Cementitious Composites (ECC). Environmental Science and Pollution Research, 33(29), 14995-15024. https://doi.org/10.1007/s11356-026-38205-w

Image Credits: AI Generated

DOI: 10.1007/s11356-026-38205-w

Keywords: Engineered Cementitious Composites, steel slag, induction furnace slag, river sand replacement, sustainable construction, fly ash, compressive strength, carbonation resistance, scanning electron microscopy, construction materials, waste utilization, ductile cementitious composites