Enhancing Ultra-High-Performance Concrete with High-Titanium Slag Sand: A Sustainable Approach to Low Carbon Emissions

This study aims to explore the feasibility of utilizing high-titanium slag sand (HTSS) as a sustainable alternative to quartz sand in ultra-high-performance concrete (UHPC). The results indicated that incorporating HTSS accelerated cement hydration, enhancing 7-d and 28-d compressive strengths by up to 42.1% and 33.1%, respectively. Notably, at a 100% replacement ratio, the mixture exhibits distinct strain-hardening behavior with uniaxial tensile strength exceeding 6 MPa. Concurrently, autogenous shrinkage is reduced by 32% at 5 h and 68% at 7 d, while CO2 emissions and energy consumption are lowered by 53 kg/m3 and 826 kJ/m3, respectively. Despite its rough and porous morphology, HTSS only marginally affects rheological properties. These findings provide theoretical insights into the development of low-carbon, low-shrinkage UHPC through the strategic valorization of industrial solid waste.

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Publication Details

Journal
Buildings
Published
2026-05-08
DOI
https://doi.org/10.3390/buildings16101865
Primary Topic
Concrete and Cement Materials Research
Type
article
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article

Enhancing Ultra-High-Performance Concrete with High-Titanium Slag Sand: A Sustainable Approach to Low Carbon Emissions

Bixiong Li, Lianghui Li, Wenfeng Liu, Sumin Guan et al.
Buildings
Concrete and Cement Materials Research
article

Enhancing Ultra-High-Performance Concrete with High-Titanium Slag Sand: A Sustainable Approach to Low Carbon Emissions

Bixiong Li, Lianghui Li, Wenfeng Liu, Sumin Guan, Chengcheng Yan, Yanke Zhang
article en

Abstract

This study aims to explore the feasibility of utilizing high-titanium slag sand (HTSS) as a sustainable alternative to quartz sand in ultra-high-performance concrete (UHPC). The results indicated that incorporating HTSS accelerated cement hydration, enhancing 7-d and 28-d compressive strengths by up to 42.1% and 33.1%, respectively. Notably, at a 100% replacement ratio, the mixture exhibits distinct strain-hardening behavior with uniaxial tensile strength exceeding 6 MPa. Concurrently, autogenous shrinkage is reduced by 32% at 5 h and 68% at 7 d, while CO2 emissions and energy consumption are lowered by 53 kg/m3 and 826 kJ/m3, respectively. Despite its rough and porous morphology, HTSS only marginally affects rheological properties. These findings provide theoretical insights into the development of low-carbon, low-shrinkage UHPC through the strategic valorization of industrial solid waste.

BuildingsVol. 16(10)
Sichuan University (CN), Sichuan Institute of Building Research (CN)
Openalex Percentile: Top 7%
Concrete and Cement Materials Research
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