Influence of cement particle size, ultra-fine fly ash, and ultra-fine silica fume on the physical and microscopic properties of slurry

Considering the rapid development of the engineering industry, cement grouting materials are critical in many projects. However, cement production is energy-intensive and relies on non-renewable raw materials. To achieve sustainable development and low-carbon living, the development of an environmentally friendly and high-performance cement grouting material is essential. Fly ash and silica fume have been considered additives to cement to make it more environmentally friendly, but an optimal ratio of these additives has not been found. In this study, the effects of ultrafine cement (UC), ultra-fine fly ash (UFA), and ultra-fine silica fume (USF) on the flowability, stability, and compressive strength of composite cement slurries were investigated. Tests were conducted to determine the shear force, apparent viscosity, water evolution rate, and compressive strength. Microscopic analyses of the cement containing UFA and USF were performed using X-ray diffraction and scanning electron microscopy. The experimental results demonstrate that UFA improves the fluidity and stability of the slurry but reduces its strength; the optimal dosage is 10 %–30 %. USF reduces the fluidity of the slurry but improves its stability and compressive strength; the optimal dosage is 3 %–10 %. UFA and USF improve the microstructure of the cement surface. After adding UFA, cement hydration accelerates, and more calcium silicate hydrate (C-S-H) is generated in the later stage. Therefore, replacing cement with UFA and USF can reduce cement consumption and improve performance. Finally, using orthogonal experiments, the optimal slurry ratio with comprehensive performance was selected as follows: UC of K1340, 0.7 W/C, 30 % UFA, 10 % USF, and 1 % water reducer. This study provides valuable insights and practical guidelines that can enhance the performance, sustainability, and cost-effectiveness of cement grouting materials used in various engineering applications.

Authors

Institutions

Publication Details

Journal
Case Studies in Construction Materials
Published
2025-01-29
DOI
https://doi.org/10.1016/j.cscm.2025.e04337
Citations
10
Primary Topic
Concrete and Cement Materials Research
Type
article
Field-Weighted Citation Impact
9.53

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Influence of cement particle size, ultra-fine fly ash, and ultra-fine silica fume on the physical and microscopic properties of slurry

Qihao Zhang, Hua Yuan, Pengyu Chen, Kai Wang et al.
10 citations
Case Studies in Construction Materials
Concrete and Cement Materials Research
9.53
article

Influence of cement particle size, ultra-fine fly ash, and ultra-fine silica fume on the physical and microscopic properties of slurry

Qihao Zhang, Hua Yuan, Pengyu Chen, Kai Wang, Jiahui Ren, Siyang Guo
article en
10 citations

Abstract

Considering the rapid development of the engineering industry, cement grouting materials are critical in many projects. However, cement production is energy-intensive and relies on non-renewable raw materials. To achieve sustainable development and low-carbon living, the development of an environmentally friendly and high-performance cement grouting material is essential. Fly ash and silica fume have been considered additives to cement to make it more environmentally friendly, but an optimal ratio of these additives has not been found. In this study, the effects of ultrafine cement (UC), ultra-fine fly ash (UFA), and ultra-fine silica fume (USF) on the flowability, stability, and compressive strength of composite cement slurries were investigated. Tests were conducted to determine the shear force, apparent viscosity, water evolution rate, and compressive strength. Microscopic analyses of the cement containing UFA and USF were performed using X-ray diffraction and scanning electron microscopy. The experimental results demonstrate that UFA improves the fluidity and stability of the slurry but reduces its strength; the optimal dosage is 10 %–30 %. USF reduces the fluidity of the slurry but improves its stability and compressive strength; the optimal dosage is 3 %–10 %. UFA and USF improve the microstructure of the cement surface. After adding UFA, cement hydration accelerates, and more calcium silicate hydrate (C-S-H) is generated in the later stage. Therefore, replacing cement with UFA and USF can reduce cement consumption and improve performance. Finally, using orthogonal experiments, the optimal slurry ratio with comprehensive performance was selected as follows: UC of K1340, 0.7 W/C, 30 % UFA, 10 % USF, and 1 % water reducer. This study provides valuable insights and practical guidelines that can enhance the performance, sustainability, and cost-effectiveness of cement grouting materials used in various engineering applications.

Case Studies in Construction MaterialsVol. 22
Henan University (CN)
Henan Provincial Science and Technology Research Project
Openalex Percentile: Top 2%
Concrete and Cement Materials Research
9.53
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.