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Effect of seawater for mixing and curing on structural concrete

Open access
Wegian, Falah M.·2010·The IES Journal Part A: Civil & Structural Engineering

Abstract

In this article, the effects of mixing and curing concrete with seawater on the compressive, tensile, flexural and bond strengths of concrete are investigated. Concrete mixes were prepared by varying coarse aggregates, cement proportions and types. Six groups of concrete mixes were mixed and cured in fresh water, six groups were mixed and cured in seawater, while four groups were mixed with fresh water and cured in seawater. The compressive strength and subsequently the other related strengths of concrete were shown to increase for specimens mixed and cured in seawater at early ages up to 14 days, while a definite decrease in the respective strengths was observed for ages more than 28 days and up to 90 days. The reduction in strength increases with an increase in exposure time, which may be due to salt crystallisation formation affecting the strength gain.

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Metadata

Authors
Wegian, F. M.
Venue
The IES Journal Part A: Civil & Structural Engineering
Published
2010-11
Volume
3
Issue
4
Pages
235-243
ISSN
  • 1937-3260 (ISSN-L)
  • 1937-3279
OpenAlex
W2050199871
Cited by
265
References
0
FWCI
1.02
Type
journal article
Language
en
Open access
bronze

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CoChat. (2026). Citation check: Effect of seawater for mixing and curing on structural concrete. https://app.cochat.ai/papers/10.1080/19373260.2010.521048
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Wegian, F. M. (2010). Effect of seawater for mixing and curing on structural concrete. The IES Journal Part A: Civil & Structural Engineering. https://doi.org/10.1080/19373260.2010.521048

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Bibliographic data: Semantic Scholar, OpenAlex, Crossref.

Contains information from the Semantic Scholar Academic Graph Datasets, made available under the ODC Attribution License (ODC-BY 1.0).

Semantic Scholar’s data is described in: Kinney, R., et al. (2023). The Semantic Scholar Open Data Platform. arXiv:2301.10140.