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Journal of Zhejiang University SCIENCE A
ISSN 1673-565X(Print), 1862-1775(Online), Monthly
2025 Vol.26 No.4 P.305-319
Thermodynamics-based simulations of the hydration of low-heat Portland cement and the compensatory effect of magnesium oxide admixtures
Abstract: Low-heat Portland (LHP) cement is a new type of Portland cement that has been widely used in recent years due to its low heat of hydration, which makes it exceptional in temperature control for mass concrete construction. However, limited studies have investigated the impact of temperature and magnesium oxide (MgO) content on LHP cement-based materials. This study utilizes thermodynamic simulations to study the hydration process, pore structure, and autogenous shrinkage of LHP cement pastes with different water-to-cement ratios (0.3, 0.4, and 0.5), curing temperatures (5, 15, 20, and 30 °C), and MgO contents (mass fractions of 2%, 4%, and 5%). Higher curing temperature is found to promote the hydration reactions in cement paste. Moreover, the incorporation of 4% MgO moderately decreases both porosity and dimensional shrinkage in pastes. The microstructural evolution of different LHP pastes is examined through a comparative analysis, lending insights into LHP cement-based material applications.
Key words: Low-heat Portland cement (LHP); Shrinkage; Magnesium oxide expansion; Thermodynamic modeling; Hydration; Pore structure
机构:1中国长江三峡集团,中国北京,100038;2长江水利委员会长江科学院,中国武汉,430010;3武汉大学,水资源工程与调度全国重点实验室,中国武汉,430072;4武汉科技大学,城市建设学院,中国武汉,430065;5洛阳理工学院,河南省绿色建筑材料制造与智能装备重点实验室,中国洛阳,471023;6西安建筑科技大学,材料科学与工程学院,中国西安,710055
目的:温度和外加氧化镁对混凝土的收缩有很大的影响。本文旨在探讨不同温度、水灰比和氧化镁含量对低热硅酸盐水泥水化和自收缩的影响,研究工程实践中适宜的温度和氧化镁含量,以有效提升混凝土的耐久性。
创新点:1.通过GEMS建立热力学模型,模拟出不同条件下低热硅酸盐水泥的平衡水化产物;2.建立MATLAB可视化模型,成功模拟低热硅酸盐水泥的水化和收缩过程。
方法:1.通过计算机模拟,探究不同温度对低热硅酸盐水泥水化和自收缩的影响(图1~12);2.通过计算机模拟,探究不同氧化镁含量对低热硅酸盐水泥水化和自收缩的影响(图13~21);3.通过数据统计,探究不同温度和氧化镁含量对孔隙率的影响(图22~26)。
结论:1.高温有利于促进水泥浆体的水化反应,但在长期硬化过程中,温度效应的影响逐渐减弱;2.水灰比越大,水泥浆体的自体收缩率越小;3.当外掺氧化镁的质量分数为4%时,收缩补偿效果最好。
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DOI:
10.1631/jzus.A2400521
CLC number:
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On-line Access:
2025-04-30
Received:
2024-11-10
Revision Accepted:
2025-01-07
Crosschecked:
2025-04-30