Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions

A particle-based C3S hydration model, which mathematically connects a nucleation and growth controlled mechanism with a diffusion controlled mechanism, is developed in this study. The model is first formulated and fitted with C3S hydration in stirred dilute suspensions in Part I where interactions b...

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Main Authors: Pang Xueyu, Meyer Christian
Format: Article
Language:English
Published: De Gruyter 2016-05-01
Series:Science and Engineering of Composite Materials
Subjects:
Online Access:https://doi.org/10.1515/secm-2013-0258
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spelling doaj-4fa243de9a3e4980b95e673a3680c2032021-09-05T14:00:29ZengDe GruyterScience and Engineering of Composite Materials0792-12332191-03592016-05-0123334535610.1515/secm-2013-0258Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensionsPang Xueyu0Meyer Christian1Cementing Applied Science and Processes, 3000 N Sam Houston Pkwy E, Houston, TX 77032, USADepartment of Civil Engineering and Engineering Mechanics, Columbia University, New York, NY 10027, USAA particle-based C3S hydration model, which mathematically connects a nucleation and growth controlled mechanism with a diffusion controlled mechanism, is developed in this study. The model is first formulated and fitted with C3S hydration in stirred dilute suspensions in Part I where interactions between different particles can be ignored, and further developed and fitted with Portland cement paste hydration in Part II to account for inter-particle interactions. Excellent agreement was observed between experimental and modeled results. Three critical rate-controlling parameters, including a parallel growth rate constant, a perpendicular growth rate constant and a diffusion constant, were identified from the proposed model. The dependencies of these parameters on particle size and initial quantity of nuclei are investigated in Part I while their dependencies on cement composition, water-cement ratio, and curing condition are studied in Part II.https://doi.org/10.1515/secm-2013-0258calcium silicatehydrationkineticsmodel/modelingparticle size
collection DOAJ
language English
format Article
sources DOAJ
author Pang Xueyu
Meyer Christian
spellingShingle Pang Xueyu
Meyer Christian
Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions
Science and Engineering of Composite Materials
calcium silicate
hydration
kinetics
model/modeling
particle size
author_facet Pang Xueyu
Meyer Christian
author_sort Pang Xueyu
title Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions
title_short Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions
title_full Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions
title_fullStr Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions
title_full_unstemmed Modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. Part I: C3S hydration in dilute suspensions
title_sort modeling cement hydration by connecting a nucleation and growth mechanism with a diffusion mechanism. part i: c3s hydration in dilute suspensions
publisher De Gruyter
series Science and Engineering of Composite Materials
issn 0792-1233
2191-0359
publishDate 2016-05-01
description A particle-based C3S hydration model, which mathematically connects a nucleation and growth controlled mechanism with a diffusion controlled mechanism, is developed in this study. The model is first formulated and fitted with C3S hydration in stirred dilute suspensions in Part I where interactions between different particles can be ignored, and further developed and fitted with Portland cement paste hydration in Part II to account for inter-particle interactions. Excellent agreement was observed between experimental and modeled results. Three critical rate-controlling parameters, including a parallel growth rate constant, a perpendicular growth rate constant and a diffusion constant, were identified from the proposed model. The dependencies of these parameters on particle size and initial quantity of nuclei are investigated in Part I while their dependencies on cement composition, water-cement ratio, and curing condition are studied in Part II.
topic calcium silicate
hydration
kinetics
model/modeling
particle size
url https://doi.org/10.1515/secm-2013-0258
work_keys_str_mv AT pangxueyu modelingcementhydrationbyconnectinganucleationandgrowthmechanismwithadiffusionmechanismpartic3shydrationindilutesuspensions
AT meyerchristian modelingcementhydrationbyconnectinganucleationandgrowthmechanismwithadiffusionmechanismpartic3shydrationindilutesuspensions
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