The effect of cement type on long-term transport properties of self-compacting concretes

U. Anil Dogan; M. Hulusi Ozkul

doi:10.1016/j.conbuildmat.2015.08.097

The effect of cement type on long-term transport properties of self-compacting concretes

U. Anil Dogan, M. Hulusi Ozkul^*

^*Corresponding author for this work

Department of Civil Engineering

Istanbul Technical University

Research output: Contribution to journal › Article › peer-review

16 Citations (Scopus)

Abstract

In this study, four types of pozzolanic cements - CEM II/A-P, CEM II/B-M, CEM II/B-P and CEM IV/B-M, together with CEM I, were used to produce self-compacting concretes. However, it was not possible to obtain self-compacting properties with CEM II/B-P and CEM IV/B-M. The fresh concrete properties and the hardened concrete properties - sorptivity, water penetration under pressure, carbonation and rapid chloride penetration - were determined on the concretes stored in air for 3 years. Drying shrinkage was monitored for up to 4 months, and compressive strengths were measured at the age of 28 days after a standard water curing.

Original language	English
Pages (from-to)	641-647
Number of pages	7
Journal	Construction and Building Materials
Volume	96
DOIs	https://doi.org/10.1016/j.conbuildmat.2015.08.097
Publication status	Published - 24 Aug 2015

Bibliographical note

Publisher Copyright:
© 2015 Elsevier Ltd. All rights reserved.

Keywords

Carbonation
Cement type
Pozzolan
RCPT
SCC
Shrinkage
Sorptivity
Water penetration

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10.1016/j.conbuildmat.2015.08.097

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title = "The effect of cement type on long-term transport properties of self-compacting concretes",

abstract = "In this study, four types of pozzolanic cements - CEM II/A-P, CEM II/B-M, CEM II/B-P and CEM IV/B-M, together with CEM I, were used to produce self-compacting concretes. However, it was not possible to obtain self-compacting properties with CEM II/B-P and CEM IV/B-M. The fresh concrete properties and the hardened concrete properties - sorptivity, water penetration under pressure, carbonation and rapid chloride penetration - were determined on the concretes stored in air for 3 years. Drying shrinkage was monitored for up to 4 months, and compressive strengths were measured at the age of 28 days after a standard water curing.",

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AU - Dogan, U. Anil

AU - Ozkul, M. Hulusi

PY - 2015/8/24

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N2 - In this study, four types of pozzolanic cements - CEM II/A-P, CEM II/B-M, CEM II/B-P and CEM IV/B-M, together with CEM I, were used to produce self-compacting concretes. However, it was not possible to obtain self-compacting properties with CEM II/B-P and CEM IV/B-M. The fresh concrete properties and the hardened concrete properties - sorptivity, water penetration under pressure, carbonation and rapid chloride penetration - were determined on the concretes stored in air for 3 years. Drying shrinkage was monitored for up to 4 months, and compressive strengths were measured at the age of 28 days after a standard water curing.

AB - In this study, four types of pozzolanic cements - CEM II/A-P, CEM II/B-M, CEM II/B-P and CEM IV/B-M, together with CEM I, were used to produce self-compacting concretes. However, it was not possible to obtain self-compacting properties with CEM II/B-P and CEM IV/B-M. The fresh concrete properties and the hardened concrete properties - sorptivity, water penetration under pressure, carbonation and rapid chloride penetration - were determined on the concretes stored in air for 3 years. Drying shrinkage was monitored for up to 4 months, and compressive strengths were measured at the age of 28 days after a standard water curing.

KW - Carbonation

KW - Cement type

KW - Pozzolan

KW - RCPT

KW - SCC

KW - Shrinkage

KW - Sorptivity

KW - Water penetration

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U2 - 10.1016/j.conbuildmat.2015.08.097

DO - 10.1016/j.conbuildmat.2015.08.097

M3 - Article

AN - SCOPUS:84939802229

SN - 0950-0618

VL - 96

SP - 641

EP - 647

JO - Construction and Building Materials

JF - Construction and Building Materials

ER -

The effect of cement type on long-term transport properties of self-compacting concretes

Abstract

Bibliographical note

Keywords

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