Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics

The performance of cover concrete is acknowledged as a major factor governing the degradation of concrete structures. Curing plays a vital role in the development of concrete durability. The effects of different water-binder ratios and mineral admixtures on the curing water demand of concrete were s...

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Main Authors: Wang Yao, Baolin Guo, Zhenyu Yang, Xingxing Yang, Yongzhi Guo, Fangli Zhao, Baomin Wang
Format: Article
Language:English
Published: MDPI AG 2021-11-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/22/7098
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author Wang Yao
Baolin Guo
Zhenyu Yang
Xingxing Yang
Yongzhi Guo
Fangli Zhao
Baomin Wang
author_facet Wang Yao
Baolin Guo
Zhenyu Yang
Xingxing Yang
Yongzhi Guo
Fangli Zhao
Baomin Wang
author_sort Wang Yao
collection DOAJ
description The performance of cover concrete is acknowledged as a major factor governing the degradation of concrete structures. Curing plays a vital role in the development of concrete durability. The effects of different water-binder ratios and mineral admixtures on the curing water demand of concrete were studied by the surface water absorption test. Combined with the characteristics of the hydration heat and chemically bound water of the composition cementing material system, the law of variation for curing water demand was analyzed. The results show that the addition of mineral admixtures can reduce the early hydration rate and hydration exothermic characteristics, and the hydration degree decreases with the increase of mineral admixtures. Due to the filling effect and active effect, the addition of fly ash (FA) and ground granulated blast slag (GGBS) reduces the curing water demand. The curing water demand of cover concrete decreases with the increase of mineral admixture content, and the curing water demand of pure water is the maximum and that of mix FA and GGBS is the minimum. Moreover, there is a strong correlation between the cumulative curing water demand and the chemically bound water content, indicating that the power of water migration mainly comes from the hydration activity of the cementing material system. The results provide a theoretical basis for the fine control of a concrete curing system.
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spelling doaj.art-e5c1b51f085c461e8884160394cae2c02023-11-23T00:13:39ZengMDPI AGMaterials1996-19442021-11-011422709810.3390/ma14227098Research on Curing Water Demand of Cementing Material System Based on Hydration CharacteristicsWang Yao0Baolin Guo1Zhenyu Yang2Xingxing Yang3Yongzhi Guo4Fangli Zhao5Baomin Wang6Shandong Hi-Speed Company Limited, Jinan 250014, ChinaSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, ChinaShandong Hi-Speed Company Limited, Jinan 250014, ChinaSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, ChinaTransportation Research Institute of Shandong Province, Jinan 250100, ChinaSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, ChinaSchool of Civil Engineering, Dalian University of Technology, Dalian 116000, ChinaThe performance of cover concrete is acknowledged as a major factor governing the degradation of concrete structures. Curing plays a vital role in the development of concrete durability. The effects of different water-binder ratios and mineral admixtures on the curing water demand of concrete were studied by the surface water absorption test. Combined with the characteristics of the hydration heat and chemically bound water of the composition cementing material system, the law of variation for curing water demand was analyzed. The results show that the addition of mineral admixtures can reduce the early hydration rate and hydration exothermic characteristics, and the hydration degree decreases with the increase of mineral admixtures. Due to the filling effect and active effect, the addition of fly ash (FA) and ground granulated blast slag (GGBS) reduces the curing water demand. The curing water demand of cover concrete decreases with the increase of mineral admixture content, and the curing water demand of pure water is the maximum and that of mix FA and GGBS is the minimum. Moreover, there is a strong correlation between the cumulative curing water demand and the chemically bound water content, indicating that the power of water migration mainly comes from the hydration activity of the cementing material system. The results provide a theoretical basis for the fine control of a concrete curing system.https://www.mdpi.com/1996-1944/14/22/7098curing water demandwater-binder ratiomineral admixturehydration degree
spellingShingle Wang Yao
Baolin Guo
Zhenyu Yang
Xingxing Yang
Yongzhi Guo
Fangli Zhao
Baomin Wang
Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics
Materials
curing water demand
water-binder ratio
mineral admixture
hydration degree
title Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics
title_full Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics
title_fullStr Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics
title_full_unstemmed Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics
title_short Research on Curing Water Demand of Cementing Material System Based on Hydration Characteristics
title_sort research on curing water demand of cementing material system based on hydration characteristics
topic curing water demand
water-binder ratio
mineral admixture
hydration degree
url https://www.mdpi.com/1996-1944/14/22/7098
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AT xingxingyang researchoncuringwaterdemandofcementingmaterialsystembasedonhydrationcharacteristics
AT yongzhiguo researchoncuringwaterdemandofcementingmaterialsystembasedonhydrationcharacteristics
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