Experimental Study on a New Cement-Based Grouting Material for Iron Tailings Sand

This study develops a green, high-performance, cement-based grout by replacing manufactured sand with iron tailings sand (ITS) at ratios of 0-50% to address resource depletion. Fluidity, mechanical strength, and expansion rates were experimentally evaluated to determine engineering feasibility. The results indicate that while ITS inclusion reduces fluidity due to particle morphology, it significantly enhances compressive strength through a physical filling effect. Specifically, the 30% replacement group achieved a peak 28-day compressive strength of 100.4 MPa. Comprehensive analysis identifies 40% as the optimal replacement rate, where the grout strictly satisfies relevant industry specifications regarding fluidity, early strength, and volume stability. This research demonstrates the practical significance of utilizing industrial solid waste to produce high-performance sleeve grout for prefabricated construction.

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Publication Details

Journal
Materials
Published
2026-01-14
DOI
https://doi.org/10.3390/ma19020328
Primary Topic
Grouting, Rheology, and Soil Mechanics
Type
article
Field-Weighted Citation Impact
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article

Experimental Study on a New Cement-Based Grouting Material for Iron Tailings Sand

Pan Guo, Chang Yang, Wei Dong, Yingchun Cai et al.
Materials
Grouting, Rheology, and Soil Mechanics
article

Experimental Study on a New Cement-Based Grouting Material for Iron Tailings Sand

Pan Guo, Chang Yang, Wei Dong, Yingchun Cai, Ruibao Jin, Yangyang Luo, Heng Liu
article en

Abstract

This study develops a green, high-performance, cement-based grout by replacing manufactured sand with iron tailings sand (ITS) at ratios of 0-50% to address resource depletion. Fluidity, mechanical strength, and expansion rates were experimentally evaluated to determine engineering feasibility. The results indicate that while ITS inclusion reduces fluidity due to particle morphology, it significantly enhances compressive strength through a physical filling effect. Specifically, the 30% replacement group achieved a peak 28-day compressive strength of 100.4 MPa. Comprehensive analysis identifies 40% as the optimal replacement rate, where the grout strictly satisfies relevant industry specifications regarding fluidity, early strength, and volume stability. This research demonstrates the practical significance of utilizing industrial solid waste to produce high-performance sleeve grout for prefabricated construction.

MaterialsVol. 19(2)
Zhengzhou University (CN), Construction Development (Qatar) (QA), CCCC Highway Consultants (China) (CN)
Industry, innovation and infrastructure
Openalex Percentile: Top 89%
Grouting, Rheology, and Soil Mechanics
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Experimental Study on a New Cement-Based Grouting Material for Iron Tailings Sand — Pan Guo, Chang Yang, et al. · Materials (2026) | TGRS Research Map | TGRS