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      Improving the Autogenous Self-Sealing of Mortar: Influence of Curing Condition

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          Abstract

          With the construction of projects under severe environments, new and higher requirements are put forward for the properties of concrete, especially the autogenous self-sealing property, which is greatly affected by the curing environment and the state of the water. Herein, six types of curing conditions, including in air with a relative humidity of 30%, 60%, and 95%; flowing water; wet-dry cycles; and static water, are designed to investigate the autogenous self-sealing of mortar under different curing conditions. The results showed that the self-sealing ratios are higher than 60% and the cracks are closed for the mortar undergoing the wet-dry cycles and the static water. However, the self-sealing ratios of mortar are lower than 10% and the cracks are almost unchanged when the mortar is cured in the air with a relative humidity (RH) of 30% and 60%. The static liquid water is more conducive to the continued hydration of cement and the formation of CaCO 3 than the flowing water. The research provides guidance for the design of concrete and the improvement of autogenous self-sealing when the concrete serves in different environments.

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          Application of bacteria as self-healing agent for the development of sustainable concrete

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            A review: Self-healing in cementitious materials and engineered cementitious composite as a self-healing material

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              Factors affecting crack repairing capacity of bacteria-based self-healing concrete

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                Author and article information

                Contributors
                Role: Academic Editor
                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                20 April 2021
                April 2021
                : 14
                : 8
                : 2068
                Affiliations
                [1 ]Shandong Provincial Key Laboratory of Preparation and Measurement of Building Material, University of Jinan, Jinan 250022, China; lwyuan0910@ 123456126.com (L.Y.); mse_huangyb@ 123456ujn.edu.cn (Y.H.); luancq0822@ 123456163.com (C.L.); ren295274426@ 123456163.com (Z.R.); lyy965335812@ 123456163.com (Y.L.); mse_chengx@ 123456ujn.edu.cn (X.C.)
                [2 ]School of Materials Science and Engineering, University of Jinan, Jinan 250022, China
                [3 ]Shandong Sanjian Group Co., Ltd., Jinan 250100, China; 15562486005@ 123456163.com
                [4 ]Shandong Hi-Speed Road & Bridge Maintenance, Ltd., Jinan 250100, China; zhou_tongtong@ 123456foxmail.com
                Author notes
                [* ]Correspondence: mse_zhouzh@ 123456ujn.edu.cn (Z.Z.); mse_wangjb@ 123456ujn.edu.cn (J.W.); Tel.: +86-0531-8276-9989 (Z.Z.)
                Article
                materials-14-02068
                10.3390/ma14082068
                8072645
                6857eb02-1f36-40b5-86dd-72aebaa33c31
                © 2021 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 ( https://creativecommons.org/licenses/by/4.0/).

                History
                : 16 March 2021
                : 17 April 2021
                Categories
                Article

                autogenous self-sealing,curing condition,relative humidity,state of water,continuous hydration,carbonation

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