Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)

This study reports the use of desulfurized gypsum (DSG) to mitigate the shrinkage problem of two typical alkali-activated materials (AAMs), i.e. alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC). The effects of DSG type and content on the hydration kinetics, mechanical properties,...

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Main Authors: Lili Xue, Zhenkun Ni, Zhengning Zhou, Zuhua Zhang, Houren Xiong, Hao Wang, Xifeng Zhuge, Hongfei Liu
Format: Article
Language:English
Published: Elsevier 2025-07-01
Series:Case Studies in Construction Materials
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Online Access:http://www.sciencedirect.com/science/article/pii/S2214509525001184
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author Lili Xue
Zhenkun Ni
Zhengning Zhou
Zuhua Zhang
Houren Xiong
Hao Wang
Xifeng Zhuge
Hongfei Liu
author_facet Lili Xue
Zhenkun Ni
Zhengning Zhou
Zuhua Zhang
Houren Xiong
Hao Wang
Xifeng Zhuge
Hongfei Liu
author_sort Lili Xue
collection DOAJ
description This study reports the use of desulfurized gypsum (DSG) to mitigate the shrinkage problem of two typical alkali-activated materials (AAMs), i.e. alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC). The effects of DSG type and content on the hydration kinetics, mechanical properties, autogenous/drying shrinkage, and microstructure evolution of the AAMs were investigated. Results indicate that DSG can retard the hydration process and reduce the formation of gel products. Incorporating DSG into AAM mortar leads to a reduction in both autogenous and drying shrinkage, showing better efficiency than normal gypsum. An insights into the mechanisms underlying shrinkage for the DSG-AAM systems was gained through MIP, 1H NMR,XRD,TG-DTG, and SEM-EDS analyses. It was discovered that the higher Ca/Si of gel (amorphous C-A-S-H) phase and the higher crystalline/gel phases ratio in the DSG-AAM systems contributed to mitigating drying shrinkage. In addition, the shift of gel pore and capillary pore size and distribution contribute the reduced shrinkage.
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institution Kabale University
issn 2214-5095
language English
publishDate 2025-07-01
publisher Elsevier
record_format Article
series Case Studies in Construction Materials
spelling doaj-art-74f0d887c39449de94852103c1d04e992025-02-03T04:16:44ZengElsevierCase Studies in Construction Materials2214-50952025-07-0122e04320Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)Lili Xue0Zhenkun Ni1Zhengning Zhou2Zuhua Zhang3Houren Xiong4Hao Wang5Xifeng Zhuge6Hongfei Liu7College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang 314001, China; Corresponding authors.College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang 314001, ChinaKey Laboratory of Advanced Civil Engineering Materials of Ministry of Education, School of Materials Science and Engineering, Tongji University, Shanghai 201804, ChinaKey Laboratory of Advanced Civil Engineering Materials of Ministry of Education, School of Materials Science and Engineering, Tongji University, Shanghai 201804, China; Corresponding authors.College of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang 314001, ChinaCentre for Future Materials, University of Southern Queensland, Toowoomba, Queensland 4350, AustraliaBeijing Poly New Materials Co.Ltd., Building 1 of Lanbao International, No. 3 Xidawang Road, Chaoyang District, Beijing 100026, ChinaCollege of Civil Engineering and Architecture, Jiaxing University, Jiaxing, Zhejiang 314001, ChinaThis study reports the use of desulfurized gypsum (DSG) to mitigate the shrinkage problem of two typical alkali-activated materials (AAMs), i.e. alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC). The effects of DSG type and content on the hydration kinetics, mechanical properties, autogenous/drying shrinkage, and microstructure evolution of the AAMs were investigated. Results indicate that DSG can retard the hydration process and reduce the formation of gel products. Incorporating DSG into AAM mortar leads to a reduction in both autogenous and drying shrinkage, showing better efficiency than normal gypsum. An insights into the mechanisms underlying shrinkage for the DSG-AAM systems was gained through MIP, 1H NMR,XRD,TG-DTG, and SEM-EDS analyses. It was discovered that the higher Ca/Si of gel (amorphous C-A-S-H) phase and the higher crystalline/gel phases ratio in the DSG-AAM systems contributed to mitigating drying shrinkage. In addition, the shift of gel pore and capillary pore size and distribution contribute the reduced shrinkage.http://www.sciencedirect.com/science/article/pii/S2214509525001184ShrinkageDesulfurized gypsumAlkali-activated materialsHydrationMicrostructure
spellingShingle Lili Xue
Zhenkun Ni
Zhengning Zhou
Zuhua Zhang
Houren Xiong
Hao Wang
Xifeng Zhuge
Hongfei Liu
Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)
Case Studies in Construction Materials
Shrinkage
Desulfurized gypsum
Alkali-activated materials
Hydration
Microstructure
title Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)
title_full Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)
title_fullStr Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)
title_full_unstemmed Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)
title_short Effects of desulfurized gypsum on shrinkage behavior of alkali-activated slag (AAS) and hybrid alkali-activated cement (HAC)
title_sort effects of desulfurized gypsum on shrinkage behavior of alkali activated slag aas and hybrid alkali activated cement hac
topic Shrinkage
Desulfurized gypsum
Alkali-activated materials
Hydration
Microstructure
url http://www.sciencedirect.com/science/article/pii/S2214509525001184
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