Evidence map›Paper›PMID 42738172›Full record

ArticleMaterials (Basel, Switzerland)2026

Particle-Size-Fractionated Coal Gasification Slag as a Supplementary Cementitious Material: Hydration Products, Microstructure Evolution, and Mechanical Performance via Classified Grinding.

Meng Su, Can Chen, Meiqing Chen, Peinian Wang, Nan Ding, Hua Lei, Zhenyun Cheng, Bo Fu

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2026. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Not yet cited in PubMed.

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0citing papers in PubMed
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1 · What the graph read from it

What it found

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The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

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3 · Its place in the literature

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0 citing papers in PubMed.

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4 · The record

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5 · Who and what money

Authors and funding

8 authors.

Meng SuCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.
Can ChenCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.
Meiqing ChenCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.
Peinian WangCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.
Nan DingCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.ORCID 0009-0006-2028-6298
Hua LeiCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.
Zhenyun ChengCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.
Bo FuCollege of Civil Engineering, North Minzu University, Yinchuan 720021, China.ORCID 0000-0002-3305-5214

Funding

National Natural Science Foundation of China 52468030Natural Science Foundation of Ningxia 2023AAC05044
6 · The paper itself

Abstract

To promote the high-value utilization of coal gasification slag (CGS) resources and mitigate the environmental issues caused by its accumulation, CGS was separated into five fractions by particle size (2.36-4.75 mm, 1.18-2.36 mm, 0.60-1.18 mm, 0.30-0.60 mm, and 0.15-0.30 mm) and subsequently ground into CGS powders (CGSPs). The physicochemical properties of both CGS and the obtained CGSP were systematically characterized, and the effects of CGSP on the hydration behavior and engineering performance of ordinary Portland cement (OPC) were investigated. The results revealed significant differences in physical properties and composition among the various particle-size fractions of CGS and their corresponding CGSP. When 40 wt.% CGSP was used to replace Portland cement, the C2.36 fraction exhibited the highest early-age compressive strength (16.91 MPa and 25.3 MPa at 3 d and 7 d, respectively), which is attributed to its favorable chemical composition and abundant glassy components. In contrast, the C0.6 fraction achieved the highest 28 d compressive strength (50.0 MPa). The C0.15 fraction showed the lowest strength at all ages, may be mainly due to its high residual carbon content and low reactivity. Overall, the compositional differences among CGS fractions of different particle sizes govern the formation and evolution of hydration products, and the proposed strategy of "classified grinding and quality-oriented utilization" provides an effective approach for the high-value application of CGS in cement-based materials.

Indexed as

coal gasification slagcoal gasification slag powdermechanical grindingordinary portland cementparticle classificationpozzolanic activity

Identifiers

PMID42738172
PMCPMC13567286

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