Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume

Mahmoud Nili, Ahmad Ehsani

Research output: Contribution to journalArticle

86 Citations (Scopus)

Abstract

Concrete performance is affected by aggregates, the bulk cement paste and particularly the interfacial transition zone (ITZ). In this regard, the ITZ is generally weaker than either of two main components of concrete, namely the aggregate and the bulk hydrated cement paste. On the other hand, the strength properties are highly influenced by the ITZs complex microstructure (which has a dynamic nature) and its gradual variations as a result of environmental conditions. Many attempts have been made to overcome the heterogonous deficiencies of concrete through the utilization of different pozzolanic materials such as nanosilica (nS) and silica fume (SF). In the present work, nS at 0%, 1.5%, 3%, 5% and 7.5% and SF at 0%, 5% and 7.5% by weight of cement were utilized to investigate their effect on the strength properties of concrete and corresponding cement paste at early and older ages. A microstructure study was also performed by SEM, XRD and EDS to realize the reasons for the obtained results. The results demonstrated that adding 3% or 5% nS to specimens free of SF would increase both cement paste and concrete compression strength. The microstructure analysis revealed that modification of the ITZ was responsible for this strength enhancement.

Original languageEnglish
Pages (from-to)174-183
Number of pages10
JournalMaterials and Design
Volume75
DOIs
Publication statusPublished - 15 Jun 2015
Externally publishedYes

Fingerprint

Silica fume
Adhesive pastes
Ointments
Cements
Concretes
Microstructure
Energy dispersive spectroscopy
Compaction
Scanning electron microscopy

Keywords

  • Cement paste
  • Compressive strength
  • Concrete
  • Interfacial transition zone
  • Nanosilica
  • Silica fume

Cite this

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title = "Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume",
abstract = "Concrete performance is affected by aggregates, the bulk cement paste and particularly the interfacial transition zone (ITZ). In this regard, the ITZ is generally weaker than either of two main components of concrete, namely the aggregate and the bulk hydrated cement paste. On the other hand, the strength properties are highly influenced by the ITZs complex microstructure (which has a dynamic nature) and its gradual variations as a result of environmental conditions. Many attempts have been made to overcome the heterogonous deficiencies of concrete through the utilization of different pozzolanic materials such as nanosilica (nS) and silica fume (SF). In the present work, nS at 0{\%}, 1.5{\%}, 3{\%}, 5{\%} and 7.5{\%} and SF at 0{\%}, 5{\%} and 7.5{\%} by weight of cement were utilized to investigate their effect on the strength properties of concrete and corresponding cement paste at early and older ages. A microstructure study was also performed by SEM, XRD and EDS to realize the reasons for the obtained results. The results demonstrated that adding 3{\%} or 5{\%} nS to specimens free of SF would increase both cement paste and concrete compression strength. The microstructure analysis revealed that modification of the ITZ was responsible for this strength enhancement.",
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T1 - Investigating the effect of the cement paste and transition zone on strength development of concrete containing nanosilica and silica fume

AU - Nili, Mahmoud

AU - Ehsani, Ahmad

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N2 - Concrete performance is affected by aggregates, the bulk cement paste and particularly the interfacial transition zone (ITZ). In this regard, the ITZ is generally weaker than either of two main components of concrete, namely the aggregate and the bulk hydrated cement paste. On the other hand, the strength properties are highly influenced by the ITZs complex microstructure (which has a dynamic nature) and its gradual variations as a result of environmental conditions. Many attempts have been made to overcome the heterogonous deficiencies of concrete through the utilization of different pozzolanic materials such as nanosilica (nS) and silica fume (SF). In the present work, nS at 0%, 1.5%, 3%, 5% and 7.5% and SF at 0%, 5% and 7.5% by weight of cement were utilized to investigate their effect on the strength properties of concrete and corresponding cement paste at early and older ages. A microstructure study was also performed by SEM, XRD and EDS to realize the reasons for the obtained results. The results demonstrated that adding 3% or 5% nS to specimens free of SF would increase both cement paste and concrete compression strength. The microstructure analysis revealed that modification of the ITZ was responsible for this strength enhancement.

AB - Concrete performance is affected by aggregates, the bulk cement paste and particularly the interfacial transition zone (ITZ). In this regard, the ITZ is generally weaker than either of two main components of concrete, namely the aggregate and the bulk hydrated cement paste. On the other hand, the strength properties are highly influenced by the ITZs complex microstructure (which has a dynamic nature) and its gradual variations as a result of environmental conditions. Many attempts have been made to overcome the heterogonous deficiencies of concrete through the utilization of different pozzolanic materials such as nanosilica (nS) and silica fume (SF). In the present work, nS at 0%, 1.5%, 3%, 5% and 7.5% and SF at 0%, 5% and 7.5% by weight of cement were utilized to investigate their effect on the strength properties of concrete and corresponding cement paste at early and older ages. A microstructure study was also performed by SEM, XRD and EDS to realize the reasons for the obtained results. The results demonstrated that adding 3% or 5% nS to specimens free of SF would increase both cement paste and concrete compression strength. The microstructure analysis revealed that modification of the ITZ was responsible for this strength enhancement.

KW - Cement paste

KW - Compressive strength

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KW - Interfacial transition zone

KW - Nanosilica

KW - Silica fume

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SN - 0261-3069

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