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      Fly Ash-Based Eco-Efficient Concretes: A Comprehensive Review of the Short-Term Properties

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          Abstract

          Development of sustainable concrete as an alternative to conventional concrete helps in reducing carbon dioxide footprint associated with the use of cement and disposal of waste materials in landfill. One way to achieve that is the use of fly ash (FA) as an alternative to ordinary Portland cement (OPC) because FA is a pozzolanic material and has a high amount of alumina and silica content. Because of its excellent mechanical properties, several studies have been conducted to investigate the use of alkali-activated FA-based concrete as an alternative to conventional concrete. FA, as an industrial by-product, occupies land, thereby causing environmental pollution and health problems. FA-based concrete has numerous advantages, such as it has early strength gaining, it uses low natural resources, and it can be configurated into different structural elements. This study initially presents a review of the classifications, sources, chemical composition, curing regimes and clean production of FA. Then, physical, fresh, and mechanical properties of FA-based concretes are studied. This review helps in better understanding of the behavior of FA-based concrete as a sustainable and eco-friendly material used in construction and building industries.

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            Eco-efficient cements: Potential economically viable solutions for a low-CO 2 cement-based materials industry

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              Alkali-activated materials

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                Author and article information

                Contributors
                Role: Academic Editor
                Journal
                Materials (Basel)
                Materials (Basel)
                materials
                Materials
                MDPI
                1996-1944
                30 July 2021
                August 2021
                : 14
                : 15
                : 4264
                Affiliations
                [1 ]Department of Civil Engineering, College of Engineering, Prince Sattam Bin Abdulaziz University, Alkharj 16273, Saudi Arabia
                [2 ]Department of Civil Engineering, Faculty of Engineering, Amran University and IT, Quhal, Amran 9677, Yemen
                [3 ]Polytechnic Institute, Far Eastern Federal University, 690922 Vladivostok, Russia; roman44@ 123456yandex.ru
                [4 ]School of Civil Engineering, SASTRA Deemed to be University, Thanjavur 61340, India; murali@ 123456civil.sastra.ac.in
                [5 ]Departamento de Ingeniería en Obras Civiles, Universidad de Santiago de Chile, Av. Ecuador 3659, Chile; siva.avudaiappan@ 123456usach.cl
                [6 ]Ingram School of Engineering, Texas State University, San Marcos, TX 78666, USA; togay.oz@ 123456txstate.edu
                [7 ]Moscow Automobile and Road Construction University, 125319 Moscow, Russia; vatin@ 123456mail.ru
                [8 ]Department of Machinery Parts and Theory of Mechanisms, Moscow Automobile and Road Construction University, 125319 Moscow, Russia; karelinamu@ 123456mail.ru
                [9 ]Department of Theoretical Mechanics and Strength of Materials, Belgorod State Technological University Named after V.G. Shukhov, 308012 Belgorod, Russia; klyuyev@ 123456yandex.ru
                [10 ]College of Science and Engineering, Flinders University, Tonsley, SA 5042, Australia; aliakbar.gholampour@ 123456flinders.edu.au
                Author notes
                [* ]Correspondence: m.amran@ 123456psau.edu.sa
                Author information
                https://orcid.org/0000-0002-4434-6295
                https://orcid.org/0000-0002-2279-1240
                https://orcid.org/0000-0003-3015-736X
                https://orcid.org/0000-0002-1196-8004
                https://orcid.org/0000-0002-1995-6139
                https://orcid.org/0000-0001-5069-2963
                Article
                materials-14-04264
                10.3390/ma14154264
                8347113
                34361457
                30738277-9ce1-4f0f-95bd-e6baac7416f6
                © 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 April 2021
                : 15 May 2021
                Categories
                Review

                alkali-activated material,fly ash,short-term strengths,pozzolanic,properties,utilizations

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