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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Online Access: | https://doi.org/10.1515/secm-2013-0258 |
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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 |
_version_ |
1717811832496848896 |