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            <name>Title</name>
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                <text>Articles</text>
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    <name>Article</name>
    <description>Faculty Publications -Articles</description>
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          <name>Title</name>
          <description>A name given to the resource</description>
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            <elementText elementTextId="121995">
              <text>Strength Development of Geopolymer Composites Made from Red Mud-Fly Ash as a Subgrade Material in Road Construction</text>
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        <element elementId="49">
          <name>Subject</name>
          <description>The topic of the resource</description>
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            <elementText elementTextId="121996">
              <text>Fly ash; Geopolymer; Leaching; Red mud; Subgrade material; Waste management</text>
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        <element elementId="41">
          <name>Description</name>
          <description>An account of the resource</description>
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            <elementText elementTextId="121997">
              <text>The application of industrial waste in construction reduces the dependency on natural resources. The materials, including red mud (RM) and fly ash (FA), proved to be favorable materials. However, the materials potential together as a geopolymer composite for road applications has rarely been explored. This study will examine the possibility of the replacement of natural materials in subgrade applications. To achieve this, the geopolymer compositions will be prepared by replacing RM with FA at replacement rates of 10%, 20%, and 30% by dry weight basis. The alkaline activator solution of 8 M will be prepared using sodium hydroxide (NaOH) and sodium silicate to develop geopolymer composites. The strength properties will be studied using the California Bearing Ratio (CBR) and unconfined compression strength (UCS) and validated with microstructural analysis using scanning electron microscopy (SEM), X-ray diffraction (XRD), and Fourier-transform infrared spectroscopy (FTIR). The results reveal that geopolymer composites could achieve a maximum CBR value of 12% and UCS of 2,700 kPa. The microstructural analysis revealed that the formation of dense calcium aluminate hydrate (C-A-H) and calcium silicate hydrate (C-S-H) are the reason for strength improvement. The leaching studies show that the toxic elements were within the permissible limits. Overall, the test results confirmed that the geopolymer composites meet the required strength and could be used as a subgrade material in road construction.  2020 American Society of Civil Engineers.</text>
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          <name>Creator</name>
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            <elementText elementTextId="121998">
              <text>Chandra K.S.; Krishnaiah S.; Reddy N.G.; Hossiney N.; Peng L.</text>
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          <name>Source</name>
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            <elementText elementTextId="121999">
              <text>Journal of Hazardous, Toxic, and Radioactive Waste, Vol-25, No. 1</text>
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          <name>Publisher</name>
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              <text>American Society of Civil Engineers (ASCE)</text>
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          <name>Date</name>
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            <elementText elementTextId="122001">
              <text>2021-01-01</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="122002">
              <text>&lt;a href="https://doi.org/10.1061/(ASCE)HZ.2153-5515.0000575" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.1061/(ASCE)HZ.2153-5515.0000575&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096037715&amp;amp;doi=10.1061%2F%28ASCE%29HZ.2153-5515.0000575&amp;amp;partnerID=40&amp;amp;md5=033edd49f7a01f092a735e8ce0ad2e20" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85096037715&amp;amp;doi=10.1061%2f%28ASCE%29HZ.2153-5515.0000575&amp;amp;partnerID=40&amp;amp;md5=033edd49f7a01f092a735e8ce0ad2e20&lt;/a&gt;</text>
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          <name>Rights</name>
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            <elementText elementTextId="122003">
              <text>Restricted Access</text>
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          <name>Relation</name>
          <description>A related resource</description>
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            <elementText elementTextId="122004">
              <text>ISSN: 21535493</text>
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          <name>Format</name>
          <description>The file format, physical medium, or dimensions of the resource</description>
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            <elementText elementTextId="122005">
              <text>Online</text>
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          <name>Language</name>
          <description>A language of the resource</description>
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            <elementText elementTextId="122006">
              <text>English</text>
            </elementText>
          </elementTextContainer>
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        <element elementId="51">
          <name>Type</name>
          <description>The nature or genre of the resource</description>
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            <elementText elementTextId="122007">
              <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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            <elementText elementTextId="122008">
              <text>Chandra K.S., Dept. of Civil Engineering, JNTU Anantapuram, Anantapuram, Andhra Pradesh, 515002, India, Dept. of Civil Engineering, School of Engineering and Technology, Christ Univ., Bangalore, Karnataka, 560074, India; Krishnaiah S., Dept. of Civil Engineering, JNTU Anantapuram, Anantapuram, Andhra Pradesh, 515002, India; Reddy N.G., Dept. of Civil and Environmental Engineering, Shantou Univ., Shantou, Guangdong, 515063, China, Dept. of Civil Engineering, Kakatiya Institute of Technology and Science (KITS), Warangal, Telangana, 506015, India; Hossiney N., Dept. of Civil Engineering, School of Engineering and Technology, Christ Univ., Bangalore, Karnataka, 560074, India; Peng L., Dept. of Civil and Environmental Engineering, Shantou Univ., Shantou, Guangdong, 515063, China</text>
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