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            <name>Title</name>
            <description>A name given to the resource</description>
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                <text>Articles</text>
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    <name>Article</name>
    <description>Faculty Publications -Articles</description>
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        <element elementId="50">
          <name>Title</name>
          <description>A name given to the resource</description>
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              <text>Valorisation of coffee husk as replacement of sand in alkali-activated bricks</text>
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        <element elementId="49">
          <name>Subject</name>
          <description>The topic of the resource</description>
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              <text>Alkali-activated; Bricks; Coffee husk; Sand; Valorization</text>
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          <name>Description</name>
          <description>An account of the resource</description>
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              <text>The coffee industry is known to generate voluminous amount of waste during its production process. Different types of waste such as coffee hush ash and spent coffee ground, to name a few, have been extensively researched as a substitute in the construction industry. However, the utilization of coffee husk as a substitute for construction materials has seen limited exploration. In particular, there are no studies which investigate the utilization of waste coffee husk (WCH) in alkali-activated bricks. Therefore, in this research WCH was employed as a substitute to sand in alkali-activated bricks. Alkali-activated bricks were synthesized with ground granulated blast furnace slag (GGBFS), fly ash (FA), sand, and sodium silicate solution (SS). Sand was replaced with WCH at replacement rates of 0 %, 5 %, 10 %, 15 %, 20 %, and 30 % by volume. The developed bricks were evaluated for strength, density, water absorption, porosity, and efflorescence. Additionally, structural and morphological characteristics of bricks were assessed by Fourier-transform infrared spectroscopy (FTIR), X-ray diffraction (XRD), Thermogravimetric analysis (TGA), and Scanning electron microscopy (SEM) analysis. The results indicate that bricks with WCH improve the compressive strength with a maximum value of 15.7 MPa, and reduce the density with a minimum value of 1509 kg/m3 for composites with 30 % WCH, respectively. The water absorption and porosity of bricks increased with incorporation of WCH due to porous structure of WCH. The physico-chemical analysis of the bricks shows effective geopolymerization in the composite system with WCH, and further the bricks with 30 % WCH depict thermal stability with insignificant weight loss at 575 ?. Finally, the composites with 30 % WCH classify as good quality bricks as per IS 1077: 1992 specifications, and this will improve practical feasibility of such materials in the construction industry.  2024 The Authors</text>
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        <element elementId="39">
          <name>Creator</name>
          <description>An entity primarily responsible for making the resource</description>
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              <text>Biswas S.; Hossiney N.; Mohan M.K.; Kumar S.L.</text>
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          <name>Source</name>
          <description>A related resource from which the described resource is derived</description>
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              <text>Case Studies in Construction Materials, Vol-21</text>
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          <name>Publisher</name>
          <description>An entity responsible for making the resource available</description>
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            <elementText elementTextId="75430">
              <text>Elsevier Ltd</text>
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          <name>Date</name>
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              <text>2024-01-01</text>
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          <name>Identifier</name>
          <description>An unambiguous reference to the resource within a given context</description>
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            <elementText elementTextId="75432">
              <text>&lt;a href="https://doi.org/10.1016/j.cscm.2024.e03440" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.1016/j.cscm.2024.e03440&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85196497677&amp;amp;doi=10.1016%2Fj.cscm.2024.e03440&amp;amp;partnerID=40&amp;amp;md5=171146346995cef14a428791ab27052d" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85196497677&amp;amp;doi=10.1016%2fj.cscm.2024.e03440&amp;amp;partnerID=40&amp;amp;md5=171146346995cef14a428791ab27052d&lt;/a&gt;</text>
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          <name>Rights</name>
          <description>Information about rights held in and over the resource</description>
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            <elementText elementTextId="75433">
              <text>All Open Access; Hybrid Gold Open Access</text>
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          <name>Relation</name>
          <description>A related resource</description>
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              <text>ISSN: 22145095</text>
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          <name>Format</name>
          <description>The file format, physical medium, or dimensions of the resource</description>
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              <text>Online</text>
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          <name>Language</name>
          <description>A language of the resource</description>
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            <elementText elementTextId="75436">
              <text>English</text>
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        <element elementId="51">
          <name>Type</name>
          <description>The nature or genre of the resource</description>
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              <text>Article</text>
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          <name>Coverage</name>
          <description>The spatial or temporal topic of the resource, the spatial applicability of the resource, or the jurisdiction under which the resource is relevant</description>
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              <text>Biswas S., Department of Civil Engineering, School of Engineering and Technology, Christ University, Bangalore, 560074, India; Hossiney N., Department of Civil Engineering, School of Engineering and Technology, Christ University, Bangalore, 560074, India; Mohan M.K., Sciences and Humanities, School of Engineering and Technology, Christ University, Bangalore, 560074, India; Kumar S.L., Department of Civil Engineering, School of Engineering and Technology, Christ University, Bangalore, 560074, India</text>
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