Mechanical properties and water resistance of alkali-activated flood-control stone incorporating ball-milling treated Yellow River silt

The low pozzolanic activity of the silt in the Yellow River has always been the key factor that hinders its resource utilization as artificial stones. A high-speed ball-milling method was first attempted to pretreat the silt for enhancing its pozzolanic activity in this study. The artificial stones incorporating the ball-milled silt were prepared by the alkali-activation method. The changes in the basic physical and chemical properties and microstructures of the pre-treated silt and fabricated artificial stones were characterized. Also, the compressive strength, splitting tensile strength and water resistance of fabricated specimens were measured. The results show that the ball-milling treatment destroys the original crystal structure, and significantly enhances the potential pozzolanic activity of the silt. In addition, it improves the compressive strength, splitting tensile strength and water resistance of the artificial stones. The compressive strength of artificial stones incorporated with the ball-milled silt has a maximum value of 17.1 MPa, showing an increase by one time. It can be ascribed to the increase of C-S-H/C-A-S-H gel amount in specimens. Furthermore, compared to traditional mined bluestone, the carbon emission of the alkali-activated artificial stone incorporating ball-milled Yellow River silt is much lower. The production of 1 t of artificial stone only emits 1155.25 kg of CO 2 .

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Publication Details

Journal
Case Studies in Construction Materials
Published
2025-04-11
DOI
https://doi.org/10.1016/j.cscm.2025.e04640
Citations
1
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
0.95

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article

Mechanical properties and water resistance of alkali-activated flood-control stone incorporating ball-milling treated Yellow River silt

Yingbin Song, Yanhui Zhong, Jinxia Xu, Xiangping Zhang et al.
1 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
0.95
article

Mechanical properties and water resistance of alkali-activated flood-control stone incorporating ball-milling treated Yellow River silt

Yingbin Song, Yanhui Zhong, Jinxia Xu, Xiangping Zhang, Sheng Jiang
article en
1 citations

Abstract

The low pozzolanic activity of the silt in the Yellow River has always been the key factor that hinders its resource utilization as artificial stones. A high-speed ball-milling method was first attempted to pretreat the silt for enhancing its pozzolanic activity in this study. The artificial stones incorporating the ball-milled silt were prepared by the alkali-activation method. The changes in the basic physical and chemical properties and microstructures of the pre-treated silt and fabricated artificial stones were characterized. Also, the compressive strength, splitting tensile strength and water resistance of fabricated specimens were measured. The results show that the ball-milling treatment destroys the original crystal structure, and significantly enhances the potential pozzolanic activity of the silt. In addition, it improves the compressive strength, splitting tensile strength and water resistance of the artificial stones. The compressive strength of artificial stones incorporated with the ball-milled silt has a maximum value of 17.1 MPa, showing an increase by one time. It can be ascribed to the increase of C-S-H/C-A-S-H gel amount in specimens. Furthermore, compared to traditional mined bluestone, the carbon emission of the alkali-activated artificial stone incorporating ball-milled Yellow River silt is much lower. The production of 1 t of artificial stone only emits 1155.25 kg of CO 2 .

Case Studies in Construction MaterialsVol. 22
Hohai University (CN), Zhengzhou University (CN), Yellow River Institute of Hydraulic Research (CN)
National Natural Science Foundation of China, Ministry of Water Resources
Clean water and sanitation
Openalex Percentile: Top 27%
Concrete and Cement Materials Research
0.95
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