Effects of technological parameters on permeability estimation of partially saturated cement paste by a DEM approach

Journal Article (2017)
Author(s)

Kai Li (TU Delft - Civil Engineering & Geosciences)

Martijn Stroeven (TU Delft - Civil Engineering & Geosciences)

Piet Stroeven (TU Delft - Civil Engineering & Geosciences)

Lambertus J. Sluys (TU Delft - Civil Engineering & Geosciences)

Research Group
Applied Mechanics
DOI related publication
https://doi.org/10.1016/j.cemconcomp.2017.09.013 Final published version
More Info
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Publication Year
2017
Language
English
Research Group
Applied Mechanics
Journal title
Cement and Concrete Composites
Volume number
84
Pages (from-to)
222-231
Downloads counter
162

Abstract

In this study, a numerical approach developed in our group is used to assess the permeability of partially saturated cement paste based on a discrete element modelling (DEM) technique. The relationship between saturation degree and permeability is found to be in good agreement with experimental observations. Also, outcomes of a systematic study of the effects of technological parameters (i.e., hydration period, water/cement ratio and cement particle size range) on the permeability of partially saturated specimens follow expected trends. Moreover, permeability is found to be correlated to effective porosity. This is a sound basis for investigating the impact of the interfacial transition zone on water and gas permeability. Effects of partial saturation are demonstrated different for water and gas transport. Possible mechanisms underlying these permeability characteristics are discussed in this paper.