Please use this identifier to cite or link to this item: https://scholarhub.balamand.edu.lb/handle/uob/5772
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dc.contributor.advisorSaba, Marianneen_US
dc.contributor.authorGhauch, Alexandreen_US
dc.date.accessioned2022-06-14T10:14:26Z-
dc.date.available2022-06-14T10:14:26Z-
dc.date.issued2022-
dc.identifier.urihttps://scholarhub.balamand.edu.lb/handle/uob/5772-
dc.descriptionIncludes bibliographical references (p. 44-47)en_US
dc.description.abstractPortland cement is the most popular material used in construction. It is characterized by exceptional thermal, mechanical and durability properties. It also has high availability around the world. However, an alarming amount of pollution and energy consumption is generated during its production. With the increase in the demand for cement and concrete construction, and the constant growth of the cement industry, these problems became much more significant and worrying. As stated by Li et al. (2020), the country that produces and consumes the highest amount of cement, the People’s Republic of China, found out that the highest emitter of hazardous air pollutants is its cement manufacturing industry, and since 1980, has been growing 10% year on year on average [1]. Therefore, cementitious materials having good mechanical properties, eco-friendly, and can withstand moderate to elevated temperatures have been the focus of scientists lately. Geopolymer is one of the new inorganic binders that has become the focus of scientists in the past decades. Geopolymer concrete can be produced using either a Potassium or Sodium based alkali activator (solution), sand (fine aggregates), and most importantly Metakaolin (binder). Throughout the years, the mechanical properties of geopolymer concrete have been studied, and it was mentioned by Singh et al. (2015) that very high compressive and tensile strengths have been attained, which indicates that it is a contestant that can replace Ordinary Portland cement [2]. The compressive and tensile strengths of geopolymer concrete samples have also been tested after exposure to ambient temperature by Zhang et al. (2014), and exhibited better results than the specimens made with ordinary Portland cement [3]. However, very few testing have been done on geopolymer concrete specimens after exposure to high temperature, especially geopolymer concrete made using Lebanese metakaolin. In addition to that, very few research concerning the effect of porosity on geopolymer concrete have been conducted. The aim of this study is firstly to create Lebanese metakaolin based geopolymer mixes, each having dissimilar porosities. The porosity in each mix can be altered by adding different amounts of a certain admixture. Then, each batch of specimens will be mechanically tested before and after exposure to high temperatures. This will allow us to study how both porosity and temperature affect the mechanical performance of GPC made with Lebanese and French metakaolin. In addition to that, the durability of geopolymer concrete will be tested in this research, by placing it in different environments replicating real life situations, such as saline water, acidic solutions and heat.en_US
dc.description.statementofresponsibilityby Alexandre Ghauchen_US
dc.format.extent1 online resource (xi, 47 pages) : ill., tablesen_US
dc.language.isoengen_US
dc.rightsThis object is protected by copyright, and is made available here for research and educational purposes. Permission to reuse, publish, or reproduce the object beyond the personal and educational use exceptions must be obtained from the copyright holderen_US
dc.subjectGeopolymer Concrete, Compressive Strength, Durability, Porosity, Heaten_US
dc.subject.lcshGeopolymersen_US
dc.subject.lcshMetakaolinen_US
dc.subject.lcshConcrete constructionen_US
dc.subject.lcshConcrete--Quality controlen_US
dc.subject.lcshUniversity of Balamand--Dissertationsen_US
dc.subject.lcshDissertations, Academicen_US
dc.titleStrength and durability of metakaolin-based geopolymer concreteen_US
dc.typeThesisen_US
dc.contributor.corporateUniversity of Balamanden_US
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.contributor.facultyFaculty of Engineeringen_US
dc.contributor.institutionUniversity of Balamanden_US
dc.date.catalogued2022-06-14-
dc.description.degreeMS in Civil Engineeringen_US
dc.description.degreelevelDepartment of Civil Engineeringen_US
dc.description.statusUnpublisheden_US
dc.identifier.OlibID299783-
dc.rights.accessrightsThis item is under embargo until end of year 2024.en_US
dc.provenance.recordsourceOliben_US
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