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            <filename>data_repository fig.zip</filename>
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            <mtime>2019-10-23 14:05:25</mtime>
            <url>https://researchdata.bath.ac.uk/714/1/data_repository%20fig.zip</url>
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        <formatdesc>Computational models of centrifuge testing</formatdesc>
        <language>en</language>
        <security>public</security>
        <license>cc_by</license>
        <main>data_repository fig.zip</main>
        <content>data</content>
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    <eprint_status>archive</eprint_status>
    <userid>7552</userid>
    <dir>disk0/00/00/07/14</dir>
    <datestamp>2019-12-19 12:04:55</datestamp>
    <lastmod>2024-07-15 10:59:16</lastmod>
    <status_changed>2019-12-19 12:04:55</status_changed>
    <type>data_collection</type>
    <metadata_visibility>show</metadata_visibility>
    <creators>
      <item>
        <name>
          <family>Giardina</family>
          <given>Giorgia</given>
        </name>
        <id>G.Giardina@bath.ac.uk</id>
        <orcid>0000-0002-5996-5830</orcid>
        <affiliation>University of Bath</affiliation>
        <contact>TRUE</contact>
      </item>
    </creators>
    <title>Dataset for &quot;Effect of soil models on the prediction of tunnelling-induced deformations of structures&quot;</title>
    <subjects>
      <item>CP0020</item>
      <item>CP0060</item>
      <item>CP0120</item>
    </subjects>
    <divisions>
      <item>dept_civ_eng</item>
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    <abstract>The dataset includes the results of computational models of centrifuge testing, produced for the purpose of comparing different constitutive models for the soil. Data files are named after the corresponding figure in the associated paper &apos;Influence of soil modelling on the assessment of tunnelling-induced deformations of structures&apos;.</abstract>
    <date>2019-11-05</date>
    <publisher>University of Bath</publisher>
    <full_text_status>public</full_text_status>
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        <type>RightsHolder</type>
        <corpname>University of Bath</corpname>
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    <funding>
      <item>
        <funder_name>Engineering and Physical Sciences Research Council</funder_name>
        <funder_id>https://doi.org/10.13039/501100000266</funder_id>
        <grant_id>EP/K018221/1</grant_id>
        <project_name>Tunnelling-induced settlement damage to masonry structures: Centrifuge testing and computational modelling</project_name>
      </item>
    </funding>
    <research_centres>
      <item>cent_innov</item>
    </research_centres>
    <collection_method>The data was derived using finite element modelling. For full details of the methodology used, please refer to the associated paper.</collection_method>
    <techinfo>The data is presented as .fig files in MATLAB Level 5 MAT-file format.</techinfo>
    <methodurl>
      <item>https://doi.org/10.1680/jgeen.18.00127</item>
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    <version>1</version>
    <doi>10.15125/BATH-00714</doi>
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        <link>https://doi.org/10.1680/jgeen.18.00127</link>
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