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      Does a High Amount of Unhydrated Portland Cement Ensure an Effective Autogenous Self-Healing of Mortar?

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          Abstract

          It is commonly accepted that the autogenous self-healing of concrete is mainly controlled by the hydration of Portland cement and its extent depends on the availability of anhydrous particles. High-performance (HPCs) and ultra-high performance concretes (UHPCs) incorporating very high amounts of cement and having a low water-to-cement ratio reach the hydration degree of only 70–50%. Consequently, the presence of a large amount of unhydrated cement should result in excellent autogenous self-healing. The main aim of this study was to examine whether this commonly accepted hypothesis was correct. The study included tests performed on UHPC and mortars with a low water-to-cement ratio and high cement content. Additionally, aging effects were verified on 12-month-old UHPC samples. Analysis was conducted on the crack surfaces and inside of the cracks. The results strongly indicated that the formation of a dense microstructure and rapidly hydrating, freshly exposed anhydrous cement particles could significantly limit or even hinder the self-healing process. The availability of anhydrous cement appeared not to guarantee development of a highly effective healing process.

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          The role of inorganic polymer technology in the development of ‘green concrete’

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            Composition of reactive powder concretes

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              A review on ultra high performance concrete: Part I. Raw materials and mixture design

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                Author and article information

                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                11 October 2019
                October 2019
                : 12
                : 20
                : 3298
                Affiliations
                [1 ]Department of Civil, Environmental and Natural Resources Engineering, Division of Structural and Fire Engineering, Luleå Tekniska Universitet, 97187 Luleå, Sweden
                [2 ]Skanska, Warfvinges väg 25, 112 74 Stockholm, Sweden
                Author notes
                Author information
                https://orcid.org/0000-0001-8039-692X
                https://orcid.org/0000-0001-6287-2240
                Article
                materials-12-03298
                10.3390/ma12203298
                6829870
                31614436
                233f6eff-882e-49d6-bf3c-dcdbc9c26154
                © 2019 by the authors.

                Licensee MDPI, Basel, Switzerland. This article is an open access article distributed under the terms and conditions of the Creative Commons Attribution (CC BY) license ( http://creativecommons.org/licenses/by/4.0/).

                History
                : 16 September 2019
                : 09 October 2019
                Categories
                Article

                continued hydration,ultra-high performance concrete,cracking,microstructure,calcite

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