Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete

In order to reduce the production cost of preparing C-S-H seeds (C-seeds) by wet grinding cement, this paper prepares a composite C-seed by mixing cement and silica fume (SF) in six proportions. Adding the C-seed to high-volume fly ash (FA) concrete would improve the insufficient early strength of t...

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Main Authors: Shiheng Wang, Jianan Liu, Yaogang Tian, Peng Zhao
Format: Article
Language:English
Published: MDPI AG 2025-01-01
Series:Buildings
Subjects:
Online Access:https://www.mdpi.com/2075-5309/15/2/270
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author Shiheng Wang
Jianan Liu
Yaogang Tian
Peng Zhao
author_facet Shiheng Wang
Jianan Liu
Yaogang Tian
Peng Zhao
author_sort Shiheng Wang
collection DOAJ
description In order to reduce the production cost of preparing C-S-H seeds (C-seeds) by wet grinding cement, this paper prepares a composite C-seed by mixing cement and silica fume (SF) in six proportions. Adding the C-seed to high-volume fly ash (FA) concrete would improve the insufficient early strength of this type of concrete. The properties of different C-seeds, as well as their effects on the mechanical properties, hydration characteristics and microstructure of concrete, were assayed by XRD, SEM and TG. As the results show, silica fume can contribute to the formation of the C-seed by promoting the hydration of cement. As the ratio of cement to silica fume (C/S) decreases, the particle size of the C-seed gradually decreases, the volume of CH decreases and the volume of C-S-H increases first, but when the C/S is less than 4/6, it decreases significantly. After the composite C-seed was added, the compressive strength (CS) of concrete at 1 d and 28 d was significantly improved. The CS at 1 d decreased following the decrease in the C/S ratio; however, it increased at 28 d. As the C/S ratio decreased, the porosity of the concrete with added C-seed decreased at 28 d, making the structure denser. The XRD, NMR and TG results show that C-seeds with C/S values greater than 4:6 have a more pronounced effect on promoting the hydration of cement.
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spelling doaj-art-f1fb0a876f714702a91abdf47ea46ff82025-01-24T13:26:25ZengMDPI AGBuildings2075-53092025-01-0115227010.3390/buildings15020270Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash ConcreteShiheng Wang0Jianan Liu1Yaogang Tian2Peng Zhao3School of Materials Science and Engineering, Chang’an University, Xi’an 710061, ChinaSchool of Mines, China University of Mining & Technology, Xuzhou 221116, ChinaSchool of Materials Science and Engineering, Chang’an University, Xi’an 710061, ChinaSchool of Materials Science and Engineering, Chang’an University, Xi’an 710061, ChinaIn order to reduce the production cost of preparing C-S-H seeds (C-seeds) by wet grinding cement, this paper prepares a composite C-seed by mixing cement and silica fume (SF) in six proportions. Adding the C-seed to high-volume fly ash (FA) concrete would improve the insufficient early strength of this type of concrete. The properties of different C-seeds, as well as their effects on the mechanical properties, hydration characteristics and microstructure of concrete, were assayed by XRD, SEM and TG. As the results show, silica fume can contribute to the formation of the C-seed by promoting the hydration of cement. As the ratio of cement to silica fume (C/S) decreases, the particle size of the C-seed gradually decreases, the volume of CH decreases and the volume of C-S-H increases first, but when the C/S is less than 4/6, it decreases significantly. After the composite C-seed was added, the compressive strength (CS) of concrete at 1 d and 28 d was significantly improved. The CS at 1 d decreased following the decrease in the C/S ratio; however, it increased at 28 d. As the C/S ratio decreased, the porosity of the concrete with added C-seed decreased at 28 d, making the structure denser. The XRD, NMR and TG results show that C-seeds with C/S values greater than 4:6 have a more pronounced effect on promoting the hydration of cement.https://www.mdpi.com/2075-5309/15/2/270concretecement/silica fume (C/S)C-S-H seedcompressive strengthwet grinding
spellingShingle Shiheng Wang
Jianan Liu
Yaogang Tian
Peng Zhao
Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete
Buildings
concrete
cement/silica fume (C/S)
C-S-H seed
compressive strength
wet grinding
title Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete
title_full Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete
title_fullStr Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete
title_full_unstemmed Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete
title_short Influence of Composite C-S-H Seed Prepared by Wet Grinding on High-Volume Fly Ash Concrete
title_sort influence of composite c s h seed prepared by wet grinding on high volume fly ash concrete
topic concrete
cement/silica fume (C/S)
C-S-H seed
compressive strength
wet grinding
url https://www.mdpi.com/2075-5309/15/2/270
work_keys_str_mv AT shihengwang influenceofcompositecshseedpreparedbywetgrindingonhighvolumeflyashconcrete
AT jiananliu influenceofcompositecshseedpreparedbywetgrindingonhighvolumeflyashconcrete
AT yaogangtian influenceofcompositecshseedpreparedbywetgrindingonhighvolumeflyashconcrete
AT pengzhao influenceofcompositecshseedpreparedbywetgrindingonhighvolumeflyashconcrete