Method Article

Determination of Aggregate Surface Morphology at the Interfacial Transition Zone (ITZ)

DOI:

10.3791/60245

December 16th, 2019

In This Article

Summary

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Hereby, we proposed a protocol to illustrate the effect of aggregate surface morphology on the ITZ microstructure. The SEM-BSE image were quantitatively analyzed to obtain ITZ's porosity gradient via digital image processing and a K-means clustering algorithm was further employed to establish a relationship between porosity gradient and surface roughness.

Abstract

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Here, we present a comprehensive method to illustrate the uneven distribution of the interfacial transition zone (ITZ) around the aggregate and the effect of aggregate surface morphology on the formation of ITZ. First, a model concrete sample is prepared with a spherical ceramic particle in roughly the central part of the cement matrix, acting as a coarse aggregate used in common concrete/mortar. After curing until the designed age, the sample is scanned by X-ray computed tomography to determine the relative location of the ceramic particle inside the cement matrix. Three locations of the ITZ are chosen: above the aggregate, on the side of the aggregate, and below the aggregate. After a series of treatments, the samples are scanned with a SEM-BSE detector. The resultant images were further processed using a digital image processing method (DIP) to obtain quantitative characteristics of the ITZ. The surface morphology is characterized at the pixel level based on the digital image. Thereafter, K-means clustering method is used to illustrate the effect of surface roughness on ITZ formation.

Introduction

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At the mesoscopic scale, cement-based materials can be regarded as a three-phase composite comprised of the cement paste, the aggregate, and the interfacial transition zone (ITZ) between them1,2. The ITZ is often treated as a weak link since its increased porosity could act as channels for the ingress of aggressive species3,4 or provide easier pathways for crack growth5,6,7,8,9,

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Protocol

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1. Preparation of the model concrete with a single ceramic particle

  1. Mold preparation
    1. Use a brush to clean the mold (25 mm x 25 mm x 25 mm) and ensure that the inner surfaces of the mold are impurity-free.
    2. Use another brush to uniformly apply diesel oil on the inner surfaces of the mold for easier mold-release.
      NOTE: Here, we did not use the common mold for mortar or concrete preparation. As the ceramic particle is around 15 mm in diameter, a cubic plastic mold around 30 mm in length is used for sample preparation. Ensure that the size of plastic mold is larger than the ceramic particle.
  2. Molding the model....

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Results

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The porosity distribution of ITZ regions above the aggregate, on the side of the aggregate, and below the aggregate are compared and shown in Figure 432. The porosity of the ITZ above the upper surface appears to be smaller than that on the side or above the aggregate, indicating a denser ITZ microstructure, while the ITZ below the aggregate is always the most porous due to micro-bleeding. Figure 432 shows that eve.......

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Discussion

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The X-CT technique was applied to roughly determine the geometrical center of the ceramic particle to ensure that the analyzed surface is through the equator of the particle. Thus, the overestimation of the ITZ thickness caused by the 2D artifacts could be avoided38. Herein, the accuracy of obtained results is highly dependent on the flatness of the examined surfaces. Generally, a longer grinding and polishing time contributes to an adequately smooth surface for testing. However, due to the varyin.......

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Disclosures

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We hereby confirm that this manuscript is our original work and all the authors listed have approved the manuscript and have no interest conflicts on this paper.

Acknowledgements

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The authors gratefully acknowledge the financial support from the National Key R&D Program of China (2017YFB0309904), National Natural Science Foundation of China (Grant Nos. 51508090 and 51808188), 973 Program (2015CB655100), State Key Laboratory of High-Performance Civil Engineering Materials (2016CEM005). Also, greatly appreciate Jiangsu Research Institute of Building Science Co., Ltd and the State Key Laboratory of High-Performance Civil Engineering Materials for funding the research project.

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Materials

List of materials used in this article
NameCompanyCatalog NumberComments
Auto Sputter CoaterCressington108 Auto/SE
Automatic polishing machineBuehlerPhoenix4000
BrushHuoniu3#
CementChina United Cement CorporationP.I. 42.5
Cement paste mixerWuxi Construction and EngineeringNJ160
Ceramic particleHaoqiangΦ15 mm
Cling filmMiaojie65300
Cold mounting machineBuehlerCast N' Vac 1000
Conductive tapeNissin Corporation7311
CupBuehler20-8177-100
Cutting machineBuehlerIsomet 4000
Cylindrical plastic moldBuehler20-8151-100
Diamond pasteBuehler00060210, 00060190, 00060170
Diesel oilChina Petroleum0#
Electronic balanceSetraBL-4100F
Epoxy resinBuehler20-3453-128
HardenerBuehler20-3453-032
High precision cutting machineBuehler2215
Image JNational Institutes of Health1.52o
Isopropyl alcoholSinopharmM0130-241
MatlabMathWorksR2014a
PaperDeliA4
Plastic boxBeichen3630
Plastic moldYoukea=b=c=25mm
Polished flanneletteBuehler242150, 00242050, 00242100
Release agentBuehler20-8186-30
Scanning Electron MicroscopyFEIQuanta 250
Scrape knifeJinzheng Building MaterialsCD-3
SiC paperBuehlerP180, P320, P1200
Ultrasonic cleanerZhixinDLJ
Vacuum boxHehengDZF-6020
Vacuum drying ovenZKZK30
Vibrating tableJianyiGZ-75
Wooden stickBuehler20-8175
X-ray Computed TomographyYXLONY.CT PRECISION S

References

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  1. Scrivener, K. L., Crumbie, A. K., Laugesen, P. The Interfacial Transition Zone (ITZ) Between Cement Paste and Aggregate in Concrete. Interface Science. 12 (4), 411-421 (2004).
  2. Scrivener, K. L. Backscattered e....

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Tags

X ray Computed TomographyScanning Electron MicroscopyBackscattered Electron DetectionDigital Image ProcessingK means ClusteringPorosity Distribution AnalysisSurface Roughness CharacterizationCement based Materials

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