A new hydration kinetic model based on boundary nucleation and growth mechanism with time-dependent growth rate: Application to quantitively characterize the influence of alkali on the early hydration of cement

被引:3
|
作者
Zhang, Zengqi [1 ]
Shao, Yang [1 ]
Huang, Lei [2 ]
Liu, Xiaoming [1 ]
Han, Fanghui [3 ]
Yan, Peiyu [4 ,5 ]
机构
[1] Univ Sci & Technol Beijing, Sch Met & Ecol Engn, Beijing 100083, Peoples R China
[2] Qinghai Univ, Sch Civil Engn, Xining 810016, Qinghai, Peoples R China
[3] Univ Sci & Technol Beijing, Res Inst Urbanizat & Urban Safety, Sch Civil & Resource Engn, Beijing 100083, Peoples R China
[4] Tsinghua Univ, Dept Civil Engn, Beijing 100084, Peoples R China
[5] China Construct First Grp Construct & Dev Co Ltd, Beijing 100102, Peoples R China
基金
国家重点研发计划;
关键词
Portland cement; Hydration kinetic model; Boundary nucleation and growth; Time-dependent growth rate; Alkali content; S-H GROWTH; POTASSIUM HYDROXIDE; TRICALCIUM; SODIUM;
D O I
10.1016/j.conbuildmat.2023.134616
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, a boundary nucleation and growth model with a time-dependent growth rate was proposed to quantitively characterize the precipitation of CSH. The newly constructed model was typically applied to quantitively analyse the influence of alkali content on the growth of CSH, and the value-taking equations of the time-dependent growth rate of CSH in various alkali content systems were proposed and verified. The experimental and simulation results proved that a high soluble alkali content stimulated early hydration (within the initial several hours) and inhibited the late growth of CSH (>20 h) in cement paste. The time-varying ion concentrations in cement solutions were the main driving force for the change in the growth rate of CSH with time. Likewise, the variation in the aqueous phase properties of cement pastes also explains the influence of alkali content on the growth rate of CSH, i.e., the high initial pH of the solution with high soluble alkali led to the high supersaturation degree and high growth rate of CSH, consuming large amounts of calcium ions and in turn reducing the later supersaturation degree and growth rate. The newly constructed model is also expected to precisely characterize the factors that have a significant influence on the precipitation of cement hydrates.
引用
收藏
页数:13
相关论文
共 5 条
  • [1] Influence of fly ash or slag on nucleation and growth of early hydration of cement
    He, Jionghuang
    Long, Guangcheng
    Ma, Kunlin
    Xie, Youjun
    THERMOCHIMICA ACTA, 2021, 701
  • [2] The time-dependent grout buoyancy behavior based on cement hydration mechanism
    Fu, Yanbin
    Mei, Chao
    Chen, Xiangsheng
    Li, Weiwen
    Yu, Baojun
    Li, Xuhui
    Wang, Beiling
    Wang, Shun
    CEMENT AND CONCRETE RESEARCH, 2023, 166
  • [3] Effect of fly ash with or without mechanical activation on early-age cement hydration: A comparative case study by boundary nucleation and growth model
    Sun, Y.
    Lee, H. S.
    THERMOCHIMICA ACTA, 2022, 716
  • [4] Deconvolution of main hydration kinetic peaks in properly sulfated Portland cements with boundary nucleation and growth models and relation to early-age concrete strength development
    Pichler, Ch.
    Perfler, L.
    Lackner, R.
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 348
  • [5] New insights into early-stage time-dependent dielectric characteristics coupled with frequency dependency and hydration-driven reaction of hydraulic cement pastes: Experiments and statistical modelling
    Makul, Natt
    Sua-iam, Gritsada
    JOURNAL OF BUILDING ENGINEERING, 2024, 88