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  4. Degradation mechanism of slag blended mortars immersed in sodium sulfate solution
 
research article

Degradation mechanism of slag blended mortars immersed in sodium sulfate solution

Yu, Cheng
•
Sun, Wei
•
Scrivener, Karen  
2015
Cement and Concrete Research

Additions of slag are usually considered to give cementitious materials which perform well in sulfate bearing environments. This paper compares the deterioration of slag cement blends to those of plain Portland cement and demonstrates that this occurs more through loss of surface than macroscopic expansion. When slag blended mortar is immersed in sodium sulfate solution, the sulfate ions penetrating into samples are mostly fixed by aluminate phases in a relatively narrow region close to surface, due to the refinement of pore size and buffering effect by slag addition. After all available aluminate phases have been reacted, the concentration of sulfate ion in pore solution will increase. Once the solution concentration reaches a critical level, fine AFm crystals confined within the C-S-H can react to form ettringite, exerting expansion force. If the system contains sufficient confined AFm phases, this process can cause spalling of the surface layer. Then, sulfate ions can penetrate into the sound area, manifesting another expansive area. Furthermore, the penetration depth of slag sample does not depend strongly on the concentration of sulfate solution, but higher concentration increases the crystallization pressure of ettringite, thereby causing more damage. (C) 2015 Elsevier Ltd. All rights reserved.

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Type
research article
DOI
10.1016/j.cemconres.2015.02.015
Web of Science ID

WOS:000352172000004

Author(s)
Yu, Cheng
Sun, Wei
Scrivener, Karen  
Date Issued

2015

Publisher

Pergamon-Elsevier Science Ltd

Published in
Cement and Concrete Research
Volume

72

Start page

37

End page

47

Subjects

Sulfate attack

•

Slag

•

Loss of surface

•

Buffering effect

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMC  
Available on Infoscience
May 29, 2015
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/114163
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