journal article·2025-12Open access

Ultra-high-performance concrete from 100% solid waste: Mechanical strength, microstructure and sustainability analysis

Cunyong Sun, Changwang Yan, Junqing Li, Jiapeng Ma, Yanhui Li

Abstract

To tackle the high resource consumption and carbon emissions of ultra high performance concrete (UHPC), this work developed an innovative all-solid-waste UHPC (ASW-UHPC) using an all-solid-waste cementitious material, fly ash, steel slag aggregate, and waste tire fibers. Experimental results showed that the ASW-UHPC exhibited high mechanical strength, achieving 28-day compressive, flexural, and tensile strengths of 157.9, 20.4, and 9.6 MPa, respectively. Notably, it demonstrated a high early-age compressive strength of 125.7 MPa within 24 h. Microstructural analysis indicated that the high early-age performance was attributable to the rapid hydration of reactive calcium sulfoaluminate (C 4 A 3 Š). Hydration products, including ettringite (AFt) and aluminium hydroxide gel (AH 3 ), optimized the microstructure through pore filling and interfacial transition zone strengthening. Anhydrite dissolution released SO 4 2- ions, stabilizing the hydration environment and effectively preventing metastable AFt from transforming to monosulfoaluminate. Furthermore, those ions provided essential sulphate sources for sustained C 4 A 3 Š hydration, ensuring the continuous formation of AFt and AH 3 , supporting mid- to later-age strength development. However, the low-alkalinity environment limited the chemical activation of fly ash, causing it to function primarily as a physical filler. A sustainability assessment demonstrated that the ASW-UHPC significantly reduced environmental impact and cost, lowering CO₂ emissions by 71 % and production costs by 58 % compared to conventional UHPC. In summary, this work preliminarily demonstrates the technical, economic, and environmental feasibility of producing ASW-UHPC, providing a new pathway for the sustainable development of UHPC. To support the engineering applicability of ASW-UHPC, future research will prioritize the evaluation and improvement of its long-term durability. • Developed the UHPC composed entirely of industrial solid wastes. • Attains 125.7 MPa compressive strength within 24 h without steam curing. • Presents a rapid-early and sustained-strengthening hydration mechanism. • Substantially lowers CO₂ emissions and cost versus conventional UHPC.
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Research context

OpenAlex topics: Recycled Aggregate Concrete Performance · Concrete and Cement Materials Research · Recycling and utilization of industrial and municipal waste in materials production

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

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