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The Interfacial Transition Zone (ITZ) Between Cement Paste and Aggregate in Concrete

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TLDR
In this article, the authors describe the so called interfacial transition zone (ITZ) in concrete as the region of the cement paste around the aggregate particles, which is perturbed by the presence of the aggregate, and show that the higher porosity present initially is significantly diminished by the migration of ions during hydration.
Abstract
This paper describes the so called interfacial transition zone—ITZ—in concrete. This is the region of the cement paste around the aggregate particles, which is perturbed by the presence of the aggregate. Its origin lies in the packing of the cement grains against the much larger aggregate, which leads to a local increase in porosity and predominance of smaller cement particles in this region. The ITZ is region of gradual transition and is highly heterogeneous, nevertheless the average microstructural features may be measured by analysis of a large numbers of backscattered electron images of polished concrete samples. Such measurements show that the higher porosity present initially is significantly diminished by the migration of ions during hydration.

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A critical review and assessment for usage of recycled aggregate as sustainable construction material

TL;DR: In this paper, the authors provide an account of properties of concrete prepared with recycled aggregate, analyses the important findings on Recycled Aggregate Concrete (RAC) in the recent time and discusses the suitability of its usage in construction.
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Properties of interfacial transition zones in recycled aggregate concrete tested by nanoindentation

TL;DR: In this paper, the properties of new Interfacial Transition Zone (ITZ) and old ITZ in Recycled Aggregate Concrete (RAC) were investigated by atomic force microscopy (AFM), Scanning Electron Microscopy (SEM) and nanoindentation.
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Meso-scale computational modeling of the plastic-damage response of cementitious composites

TL;DR: In this paper, the authors investigated the contribution of each phase to the strength and damage response of concrete, 2D and 3D meso-scale simulations based on a coupled plasticity-damage model are carried out.
Journal ArticleDOI

3D experimental investigation of the microstructure of cement pastes using synchrotron X-ray microtomography (μCT)

TL;DR: In this paper, three dimensional imaging of capillary porosity allowed the connectivity and tortuosity of the pore network to be studied, and it was shown that the degree of connectivity of the porosity is sensitive to both the spatial resolution of the images and the evolution of contrast resolution during ageing of the cement.
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3D meso-scale fracture modelling and validation of concrete based on in-situ X-ray Computed Tomography images using damage plasticity model

TL;DR: In this paper, a 3D meso-scale finite element model of concrete based on in-situ X-ray Computed Tomography (XCT) images is developed and validated.
References
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Interfacial Transition Zone in Concrete

TL;DR: In this article, the formation mechanisms and the microstructure of the ITZ are described, and the local properties of the interfacial zone are reviewed: the mechanical and the transport characteristics of theITZ are discussed in relation to the porosity and connectivity of pores.
Journal ArticleDOI

The percolation of pore space in the cement paste/aggregate interfacial zone of concrete

TL;DR: In this article, the penetration of Wood's metal into concrete samples indicates that the porosity in the interfacial zone is permeated preferentially to the bulk paste, and this technique also indicates the width of the inter-interchange zone in which porosity is interconnected.
Journal ArticleDOI

An inverse method to determine the elastic properties of the interphase between the aggregate and the cement paste

TL;DR: In this paper, the authors model concrete as a composite formed by a matrix with embedded spherical particles and evaluate the effective elastic moduli of this composite on the basis of the generalized selfconsistent scheme (GSCS).
Journal ArticleDOI

Effect of cement content on transport in concrete

TL;DR: In this article, the effect of cement content on transport processes important to the durability of concrete structures is assessed, and the results show that in all cases, resistance to transport reduced as cement content was increased, despite the wide range of transport processes and different pre-conditioning regimes involved.
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