<resource xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns="http://datacite.org/schema/kernel-4" xsi:schemaLocation="http://datacite.org/schema/kernel-4 http://schema.datacite.org/meta/kernel-4.3/metadata.xsd">
    <identifier identifierType="DOI">10.5880/fidgeo.2025.024</identifier>
    <creators>
     <creator>
      <creatorName nameType="Personal">Willingshofer, Ernst</creatorName>
      <givenName>Ernst</givenName>
      <familyName>Willingshofer</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0002-9119-5557</nameIdentifier>
      <affiliation>Department of Earth Sciences, Utrecht University, Utrecht, The Netherlands</affiliation>
     </creator>
     <creator>
      <creatorName nameType="Personal">Rosenau, Matthias</creatorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </creator>
    </creators>
    <titles>
     <title>Ring-shear test data of quartz sand SIBELCO S80 used for analogue modelling in the Tectonic Laboratory (TecLab) at Utrecht University</title>
    </titles>
    <publisher>GFZ Data Services</publisher>
    <publicationYear>2025</publicationYear>
    <subjects>
     <subject>EPOS</subject>
     <subject>multi-scale laboratories</subject>
     <subject>analogue models of geologic processes</subject>
     <subject>property data of analogue modelling materials</subject>
     <subject subjectScheme="EPOS WP16 Analogue Measured Property">Cohesion</subject>
     <subject subjectScheme="EPOS WP16 Analogue Process/Hazard">deformation &gt; shearing</subject>
     <subject subjectScheme="EPOS WP16 Analogue Geologic Structure">fault</subject>
     <subject subjectScheme="EPOS WP16 Analogue Measured Property">Friction coefficient</subject>
     <subject subjectScheme="EPOS WP16 Analogue Apparatus">Ring-shear tester</subject>
     <subject subjectScheme="EPOS WP16 Analogue Material">Sand &gt; Quartz Sand</subject>
    </subjects>
    <contributors>
     <contributor contributorType="ProjectLeader">
      <contributorName nameType="Personal">Willingshofer, Ernst</contributorName>
      <givenName>Ernst</givenName>
      <familyName>Willingshofer</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0002-9119-5557</nameIdentifier>
      <affiliation>Department of Earth Sciences, Utrecht University, Utrecht, The Netherlands</affiliation>
     </contributor>
     <contributor contributorType="Researcher">
      <contributorName nameType="Personal">Willingshofer, Ernst</contributorName>
      <givenName>Ernst</givenName>
      <familyName>Willingshofer</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0002-9119-5557</nameIdentifier>
      <affiliation>Department of Earth Sciences, Utrecht University, Utrecht, The Netherlands</affiliation>
     </contributor>
     <contributor contributorType="ContactPerson">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="DataCollector">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="DataCurator">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="DataManager">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="Editor">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="HostingInstitution">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="Researcher">
      <contributorName nameType="Personal">Rosenau, Matthias</contributorName>
      <givenName>Matthias</givenName>
      <familyName>Rosenau</familyName>
      <nameIdentifier nameIdentifierScheme="ORCID">0000-0003-1134-5381</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="HostingInstitution">
      <contributorName>HelTec - Helmholtz Laboratory for Tectonic Modelling (GFZ German Research Centre for Geosciences,  Germany)</contributorName>
      <nameIdentifier nameIdentifierScheme="labid">9ba34c109b827b177aab36e0266b1643</nameIdentifier>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
     <contributor contributorType="HostingInstitution">
      <contributorName>TecLab - Tectonic  Modelling Laboratory  (Utrecht University,  The Netherlands)</contributorName>
      <nameIdentifier nameIdentifierScheme="labid">aa45f98e5c098237d0c57b58e5f953e1</nameIdentifier>
      <affiliation>Utrecht University, Utrecht, The Netherlands</affiliation>
     </contributor>
     <contributor contributorType="ContactPerson">
      <contributorName>Rosenau</contributorName>
      <affiliation>GFZ Helmholtz Centre for Geosciences, Potsdam, Germany</affiliation>
     </contributor>
    </contributors>
    <resourceType resourceTypeGeneral="Dataset">Dataset</resourceType>
    <relatedIdentifiers>
     <relatedIdentifier relatedIdentifierType="DOI" relationType="Cites">10.1016/j.tecto.2016.01.017</relatedIdentifier>
     <relatedIdentifier relatedIdentifierType="DOI" relationType="Cites">10.5880/GFZ.4.1.2021.001</relatedIdentifier>
     <relatedIdentifier relatedIdentifierType="DOI" relationType="Cites">10.1016/j.jsg.2015.03.008</relatedIdentifier>
     <relatedIdentifier relatedIdentifierType="DOI" relationType="Cites">10.1002/ceat.200303112</relatedIdentifier>
     <relatedIdentifier relatedIdentifierType="DOI" relationType="Cites">10.1007/978-3-540-73768-1</relatedIdentifier>
    </relatedIdentifiers>
    <sizes/>
    <formats/>
    <rightsList>
     <rights rightsURI="http://creativecommons.org/licenses/by/4.0/">CC BY 4.0</rights>
    </rightsList>
    <descriptions>
     <description descriptionType="Abstract">This dataset provides friction data from ring-shear tests on quartz sand SIBELCO S80 used in analogue modelling of tectonic processes as a rock analogue for the earth’s upper crust (e.g., Klinkmüller et al., 2016).      <br/>
      <br/>
According to our analysis the material shows a Mohr-Coulomb behaviour characterized by a linear failure envelope. Peak, dynamic and reactivation friction coefficients of quartz sand S80 are µP = 0.75, µD = 0.59, and µR = 0.69, respectively (Table 5). Cohesion of the material ranges between 0-80 Pa. The material shows no rate-dependency (&lt;1% per ten-fold change in shear velocity v).      <br/>
      <br/>
The tested bulk material consists of quartz sand SIBELCO S80 with grain size of ~0.63-355 µm (D50 = 175 µm. Bulk and grain densities are 1300 kg/m³ and 2650 kg/m³, respectively and the hardness is 7 on Moh’s scale. S80 is sold e.g., by the company SIBELCO (sibelco.com).      <br/>
     </description>
    </descriptions>
   </resource>