© 2014 Elsevier Ltd. All rights reserved. This study investigates the internal curing effects on the microstructure and permeability of interface transition zones (ITZ) in cement mortar samples with SEM imaging, transport simulation, and hydration modeling techniques. Two types of mortar samples were prepared with saturated lightweight aggregates (with internal curing) and regular sands (without internal curing). The scanning electron microscope (SEM) techniques were applied to characterize the ITZ microstructure of both mortar samples. The internal curing introduced by lightweight aggregates (LWA) is found to have significant impacts on ITZ microstructure development in mortar/concrete samples. 3D image reconstruction techniques were used ...
Aim of this work was to investigate the microstructure of the Interfacial Transition Zone (ITZ) betw...
Microscopic studies has shown that adjacent to the interface between cement paste and aggregate, the...
In this research the mechanical properties of the transition zone between cement paste and aggregate...
This study focuses on the effects of internal curing technique on ITZ transport properties of cement...
This study investigated the transport properties of cement mortar using microscale X-ray computed to...
International audienceAfter mixing of the cement with water, most of the anhydride products sustain ...
The morphology of the interfacial transition zone, (ITZ), present at steel fibre and cement-paste in...
This study combines rheology, scanning electron microscopy (SEM) and cement hydration studies as wel...
This study combines rheology, scanning electron microscopy (SEM) and cement hydration studies as wel...
The interfacial transition zone (ITZ) around aggregates is known as the weakest zone in mortar and c...
Calcium silicate hydrate (C-S-H) is the main hydration product of Portland cement that mainly contri...
Calcium silicate hydrate (C-S-H) is the main hydration product of Portland cement that mainly contri...
The interfacial transition zone (ITZ) around aggregates is known as the weakest zone in mortar and c...
Prediction of the influence of internal curing both on the material behavior during maturing and on ...
In order to understand the behavior and to predict the properties and service performance of concret...
Aim of this work was to investigate the microstructure of the Interfacial Transition Zone (ITZ) betw...
Microscopic studies has shown that adjacent to the interface between cement paste and aggregate, the...
In this research the mechanical properties of the transition zone between cement paste and aggregate...
This study focuses on the effects of internal curing technique on ITZ transport properties of cement...
This study investigated the transport properties of cement mortar using microscale X-ray computed to...
International audienceAfter mixing of the cement with water, most of the anhydride products sustain ...
The morphology of the interfacial transition zone, (ITZ), present at steel fibre and cement-paste in...
This study combines rheology, scanning electron microscopy (SEM) and cement hydration studies as wel...
This study combines rheology, scanning electron microscopy (SEM) and cement hydration studies as wel...
The interfacial transition zone (ITZ) around aggregates is known as the weakest zone in mortar and c...
Calcium silicate hydrate (C-S-H) is the main hydration product of Portland cement that mainly contri...
Calcium silicate hydrate (C-S-H) is the main hydration product of Portland cement that mainly contri...
The interfacial transition zone (ITZ) around aggregates is known as the weakest zone in mortar and c...
Prediction of the influence of internal curing both on the material behavior during maturing and on ...
In order to understand the behavior and to predict the properties and service performance of concret...
Aim of this work was to investigate the microstructure of the Interfacial Transition Zone (ITZ) betw...
Microscopic studies has shown that adjacent to the interface between cement paste and aggregate, the...
In this research the mechanical properties of the transition zone between cement paste and aggregate...