Shrinkage Behavior of Conventional and Nonconventional Concrete: A Review

dc.contributor.authorElzokra, Ahmed
dc.contributor.authorAl Houri, Ausamah
dc.contributor.authorHabib, Ahed
dc.contributor.authorHabib, Maan
dc.contributor.authorMalkawi, Ahmad B.
dc.date.accessioned2026-02-06T18:27:12Z
dc.date.issued2020
dc.departmentDoğu Akdeniz Üniversitesi
dc.description.abstractConcrete is indeed one of the most consumed construction materials all over the world. In spite of that, its behavior towards absolute volume change is still faced with uncertainties in terms of chemical and physical reactions at different stages of its life span, starting from the early time of hydration process, which depends on various factors including water/cement ratio, concrete proportioning and surrounding environmental conditions. This interest in understanding and defining the different types of shrinkage and the factors impacting each one is driven by the importance of these volumetric variations in determining the concrete permeability, which ultimately controls its durability. Many studies have shown that the total prevention of concrete from undergoing shrinkage is impractical. However, different practices have been used to control various types of shrinkage in concrete and limit its magnitude. This paper provides a detailed review of the major and latest findings regarding concrete shrinkage types, influencing parameters, and their impacts on concrete properties. Also, it discusses the efficiency of the available chemical and mineral admixtures in controlling the shrinkage of concrete.
dc.identifier.doi10.28991/cej-2020-03091586
dc.identifier.endpage1851
dc.identifier.issn2676-6957
dc.identifier.issn2476-3055
dc.identifier.issue9
dc.identifier.orcid0000-0001-6061-6032
dc.identifier.orcid0000-0002-0102-8852
dc.identifier.orcid0000-0002-3505-6798
dc.identifier.orcid0000-0001-5607-9334
dc.identifier.scopus2-s2.0-85099651212
dc.identifier.scopusqualityQ1
dc.identifier.startpage1839
dc.identifier.urihttps://doi.org/10.28991/cej-2020-03091586
dc.identifier.urihttps://hdl.handle.net/11129/10836
dc.identifier.volume6
dc.identifier.wosWOS:000576839600015
dc.identifier.wosqualityQ1
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherC Ej Publishing Group
dc.relation.ispartofCivil Engineering Journal-Tehran
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WoS_20260204
dc.subjectShrinkage
dc.subjectAutogenous Shrinkage
dc.subjectPlastic Shrinkage
dc.subjectCrack
dc.subjectConventional Concrete
dc.subjectNonconventional Concrete
dc.titleShrinkage Behavior of Conventional and Nonconventional Concrete: A Review
dc.typeReview Article

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