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<item xmlns="http://omeka.org/schemas/omeka-xml/v5" itemId="13084" public="1" featured="0" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://omeka.org/schemas/omeka-xml/v5 http://omeka.org/schemas/omeka-xml/v5/omeka-xml-5-0.xsd" uri="https://archives.christuniversity.in/items/show/13084?output=omeka-xml" accessDate="2026-04-08T10:36:48+00:00">
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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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          <name>Title</name>
          <description>A name given to the resource</description>
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              <text>Strengthening of brick masonry using biaxial polypropylene geogrid as confinement reinforcement</text>
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          <name>Subject</name>
          <description>The topic of the resource</description>
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              <text>Confinement; Cost Analysis; Geogrid; Masonry behavior; Strength</text>
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          <name>Description</name>
          <description>An account of the resource</description>
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              <text>Recent and past earthquakes have once again reiterated the requirement of strengthening the masonry structures to withstand both in-plane and out-of-plane loads. In this experimental investigation, biaxial polypropylene geogrid was used as a confinement reinforcement on the surfaces to strengthen masonry specimens. The masonry specimens without and with geogrid have been subjected to a compression test, flexural bond strength test and diagonal tension (shear) test as per IS 1905, ASTM E518 and ASTM E519, respectively. From the results, it has been found that biaxial polypropylene geogrid significantly enhances the strength in masonry specimens with geogrid and also reduces crack propagation in all three tests. The relationship between compressive strength and flexural bond strength, compressive strength and shear strength of masonry specimens with geogrid has been established. Furthermore, based on the cost analysis of various strengthening techniques, it was concluded that the use of biaxial polypropylene geogrid is an economically feasible alternative to other reinforcing materials, such as stainless-steel wire mesh and polyester geogrid.  The Author(s), under exclusive licence to Springer Nature Switzerland AG 2024.</text>
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          <name>Creator</name>
          <description>An entity primarily responsible for making the resource</description>
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              <text>Lakshmish Kumar S.; Arunkumar A.S.; Alex J.; Bhalkikar A.; Hossiney N.</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>Journal of Building Pathology and Rehabilitation, Vol-9, No. 1</text>
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          <name>Publisher</name>
          <description>An entity responsible for making the resource available</description>
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              <text>Springer Nature</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="80119">
              <text>&lt;a href="https://doi.org/10.1007/s41024-024-00409-3" target="_blank" rel="noreferrer noopener"&gt;https://doi.org/10.1007/s41024-024-00409-3&lt;/a&gt;
&lt;br /&gt;&lt;br /&gt;&lt;a href="https://www.scopus.com/inward/record.uri?eid=2-s2.0-85193629910&amp;amp;doi=10.1007%2Fs41024-024-00409-3&amp;amp;partnerID=40&amp;amp;md5=4c5bc88924f06b35dea95ec4c0d0a4a7" target="_blank" rel="noreferrer noopener"&gt;https://www.scopus.com/inward/record.uri?eid=2-s2.0-85193629910&amp;amp;doi=10.1007%2fs41024-024-00409-3&amp;amp;partnerID=40&amp;amp;md5=4c5bc88924f06b35dea95ec4c0d0a4a7&lt;/a&gt;</text>
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        <element elementId="47">
          <name>Rights</name>
          <description>Information about rights held in and over the resource</description>
          <elementTextContainer>
            <elementText elementTextId="80120">
              <text>Restricted Access</text>
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          <name>Relation</name>
          <description>A related resource</description>
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            <elementText elementTextId="80121">
              <text>ISSN: 23653159</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="80122">
              <text>Online</text>
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          <name>Language</name>
          <description>A language of the resource</description>
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            <elementText elementTextId="80123">
              <text>English</text>
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          <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>Lakshmish Kumar S., BMS College of Engineering, Bangalore, 560019, India, Department of Civil Engineering, CHRIST (Deemed to Be University), Bangalore, 560074, India; Arunkumar A.S., BMS College of Engineering, Bangalore, 560019, India; Alex J., Department of Civil Engineering, CHRIST (Deemed to Be University), Bangalore, 560074, India; Bhalkikar A., Department of Civil Engineering, CHRIST (Deemed to Be University), Bangalore, 560074, India; Hossiney N., Department of Civil Engineering, CHRIST (Deemed to Be University), Bangalore, 560074, India</text>
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