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research article

A macroscopic poromechanical model of cement hydration

Lecampion, Brice  
2013
European Journal of Environmental and Civil Engineering

This paper describes a macroscopic model of the chemo-thermo-poromechanical behaviour of a hydrating cement paste. The hydrating cement is viewed as an open hardening porous medium. The increments of elastic and viscoelastic strain, pore pressure, temperature and hydration degree are related to the increment in total stress and porosity during an infinitesimal transformation. The tangent material properties depend on the current degree of hydration. The complex chemical reactions are lumped in a single macroscopic one with its kinetics modelled phenomenologically. The in-balance between the decrease of porosity and the consumption of water responsible for self-desiccation, if no water is provided to the paste, is consistently taken into account. A phenomenological relation between capillary pressure and saturation allows reproducing the shrinkage strain associated with self-desiccation. The resulting model is qualitatively calibrated on a set of experiments available in the literature and is shown to reproduce autogenous shrinkage. © 2013 Taylor & Francis.

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Type
research article
DOI
10.1080/19648189.2013.768554
Author(s)
Lecampion, Brice  
Date Issued

2013

Published in
European Journal of Environmental and Civil Engineering
Volume

17

Issue

3

Start page

176

End page

201

Editorial or Peer reviewed

REVIEWED

Written at

OTHER

EPFL units
GEL  
Available on Infoscience
September 15, 2015
Use this identifier to reference this record
https://infoscience.epfl.ch/handle/20.500.14299/117868
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