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research article

Visco-elastic behavior of blended cement pastes at early ages

Hu, Zhangli  
•
Hilaire, Adrien  
•
Wyrzykowski, Mateusz
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March 1, 2020
Cement & Concrete Composites

This study aims at elucidating the visco-elastic behavior of hardening blended cement pastes, focusing on uni-axial basic compressive creep tests at early loading ages. Cement pastes with Portland cement only or blended with quartz or fly ash (both at a substitution level of 49% by volume of the total solids) were subjected to different loading scenarios.

The results show that both blended systems had higher creep than pure cement paste at early ages and that the creep compliance of the blended system with fly ash was higher than with quartz. While this difference is in part due to the restraining effect of the elastic phases, the amount of C-S-H and the porosity, dissolution creep may also play a role. A numerical algorithm with generalized Kelvin-Voigt chain model was developed and it was capable of predicting with good accuracy the strain evolution of the blended cementitious materials at early ages.

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Type
research article
DOI
10.1016/j.cemconcomp.2019.103497
Web of Science ID

WOS:000514019500010

Author(s)
Hu, Zhangli  
Hilaire, Adrien  
Wyrzykowski, Mateusz
Lura, Pietro
Scrivener, Karen  
Date Issued

2020-03-01

Publisher

ELSEVIER SCI LTD

Published in
Cement & Concrete Composites
Volume

107

Article Number

103497

Subjects

Construction & Building Technology

•

Materials Science, Composites

•

Materials Science

•

visco-elastic behavior

•

blended systems

•

microstructure evolution

•

kelvin-voigt models

•

aging

•

microprestress-solidification theory

•

fly-ash

•

basic creep

•

concrete creep

•

microindentation creep

•

mechanical-properties

•

composite-materials

•

shrinkage

•

hydration

•

model

Editorial or Peer reviewed

REVIEWED

Written at

EPFL

EPFL units
LMC  
Available on Infoscience
March 5, 2020
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/166996
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