Elsevier

Cement and Concrete Research

Volume 7, Issue 6, November 1977, Pages 711-718
Cement and Concrete Research

The morphology and composition of an immature C3S paste

https://doi.org/10.1016/0008-8846(77)90055-2Get rights and content

Abstract

The morphology of a one month old hydrated C3S paste has been studied using the scanning electron microscope (SEM) and preferential etching techniques. The C/S ratios of the calcium silicate hydrates (CSH) have been determined using the SEM with an energy dispersive spectrometer. The hydrate rims covering the partially hydrated C3S grains were found to consist of two layers; an outer porous product with an acicular morphology having a C/S ratio of 1.6 ± 0.1 and an inner product with a C/S ratio of 1.90 ± 0.05.

A region of increased C/S ratio in the C3S core at the C3S-CSH interface is attributed to a depletion of SiO2 resulting from the diffusion of Si4+ ions into the hydrate.

Résumé

La morphologie d'une pâte de C3S qui hydraté pour un mois, a été étudieé avec un microscope electronique a balayage (SEM) et les techniques d'attaque par acide. Les C/S des silicates de calcium hydrate (CSH) ont été determinés avec le SEM équipé d'un spectromètre X dispersif en énergie. Les jautes des hydrates qui couvrait les grains de C3S consistait des deux poseurs; un produit exterieur avec une morphologie fibreux, C/S = 1.6 ± 0.1, et un produit intérieur avec un C/S = 1.90 ± 0.05.

Dans le grain de C3S y est un region à la frontière de C3S - CSH qui a un C/S > 3. C'est attribué a ùn épuisement de SiO2 qui résulte du diffusion des ions de Si4+ dans le hydrate.

References (5)

  • S. Diamond

    Cem and Concr Res

    (1976)
  • S. Goto et al.

    J Am Cer Soc

    (1976)
There are more references available in the full text version of this article.

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