<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-09-19T22:06:59Z</responseDate><request verb="GetRecord" identifier="oai:docta.ucm.es:20.500.14352/18714" metadataPrefix="mets">https://docta.ucm.es/rest/oai/request</request><GetRecord><record><header><identifier>oai:docta.ucm.es:20.500.14352/18714</identifier><datestamp>2023-08-25T11:37:27Z</datestamp><setSpec>com_20.500.14352_14</setSpec><setSpec>col_20.500.14352_15</setSpec></header><metadata><mets xmlns="http://www.loc.gov/METS/" xmlns:xlink="http://www.w3.org/1999/xlink" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" ID="&#xa;&#x9;&#x9;&#x9;&#x9;DSpace_ITEM_20.500.14352-18714" TYPE="DSpace ITEM" PROFILE="DSpace METS SIP Profile 1.0" xsi:schemaLocation="http://www.loc.gov/METS/ http://www.loc.gov/standards/mets/mets.xsd" OBJID="&#xa;&#x9;&#x9;&#x9;&#x9;hdl:20.500.14352/18714">
   <metsHdr CREATEDATE="2026-09-20T00:06:59Z">
      <agent ROLE="CUSTODIAN" TYPE="ORGANIZATION">
         <name>Docta Complutense</name>
      </agent>
   </metsHdr>
   <dmdSec ID="DMD_20.500.14352_18714">
      <mdWrap MDTYPE="MODS">
         <xmlData xmlns:mods="http://www.loc.gov/mods/v3" xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
            <mods:mods xsi:schemaLocation="http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-1.xsd">
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Muñiz Menéndez, Mauro</mods:namePart>
               </mods:name>
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Perucho Martínez, Aurea</mods:namePart>
               </mods:name>
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Rodríguez Peces, Martín Jesús</mods:namePart>
               </mods:name>
               <mods:name>
                  <mods:role>
                     <mods:roleTerm type="text">author</mods:roleTerm>
                  </mods:role>
                  <mods:namePart>Cano Linares, H.</mods:namePart>
               </mods:name>
               <mods:extension>
                  <mods:dateAccessioned encoding="iso8601">2023-06-17T22:38:07Z</mods:dateAccessioned>
               </mods:extension>
               <mods:extension>
                  <mods:dateAvailable encoding="iso8601">2023-06-17T22:38:07Z</mods:dateAvailable>
               </mods:extension>
               <mods:originInfo>
                  <mods:dateIssued encoding="iso8601">2017</mods:dateIssued>
               </mods:originInfo>
               <mods:identifier type="issn">ISSN: 1877-7058 ; ESSN: 1877-7058</mods:identifier>
               <mods:identifier type="doi">http:// 10.1016/j.proeng.2017.05.252</mods:identifier>
               <mods:identifier type="uri">https://hdl.handle.net/20.500.14352/18714</mods:identifier>
               <mods:identifier type="officialurl">https://www.sciencedirect.com/journal/procedia-engineering/vol/191/suppl/C?page=2</mods:identifier>
               <mods:identifier type="relatedurl">https://www.journals.elsevier.com</mods:identifier>
               <mods:abstract>Interpretations of cavity expansion tests (pressuremeter, radial jack, etc.) are based (in most occasions) on the analysis of the deformability of a cylindrical cavity in a continuous, isotropic, and homogeneous medium. However, many rock masses show an anisotropic behaviour due to the presence of discontinuity planes of different origins. Cavity expansion tests in these media have been studied here with an empirical approach. Several tests have been simulated in a three-dimensional, anisotropic and discontinuous medium—using 3DEC by Itasca—and their deformation has been analyzed in order to establish the principal factors that control the behaviour of the rock mass in these situations. Based on this analysis, it has been developed a new method for the interpretation of the cavity expansion tests carried out in laminated rock masses, which allows estimating the principal deformation moduli of the rock mass (maximum and minimum). This method can be used for any dip of the discontinuity planes.</mods:abstract>
               <mods:language>
                  <mods:languageTerm authority="rfc3066">eng</mods:languageTerm>
               </mods:language>
               <mods:accessCondition type="useAndReproduction">Atribución-NoComercial-SinDerivadas 3.0 España</mods:accessCondition>
               <mods:titleInfo>
                  <mods:title>Cylindrical Cavity Deformation of Jointed Anisotropic Rock
Masses. Empirical Approach</mods:title>
               </mods:titleInfo>
               <mods:genre>journal article</mods:genre>
            </mods:mods>
         </xmlData>
      </mdWrap>
   </dmdSec>
   <amdSec ID="FO_20.500.14352_18714_1">
      <techMD ID="TECH_O_20.500.14352_18714_1">
         <mdWrap MDTYPE="PREMIS">
            <xmlData xmlns:premis="http://www.loc.gov/standards/premis" xsi:schemaLocation="http://www.loc.gov/standards/premis http://www.loc.gov/standards/premis/PREMIS-v1-0.xsd">
               <premis:premis>
                  <premis:object>
                     <premis:objectIdentifier>
                        <premis:objectIdentifierType>URL</premis:objectIdentifierType>
                        <premis:objectIdentifierValue>https://docta.ucm.es/bitstreams/7743809f-0807-44e9-9aab-d7ccadb36426/download</premis:objectIdentifierValue>
                     </premis:objectIdentifier>
                     <premis:objectCategory>File</premis:objectCategory>
                     <premis:objectCharacteristics>
                        <premis:fixity>
                           <premis:messageDigestAlgorithm>MD5</premis:messageDigestAlgorithm>
                           <premis:messageDigest>818d472fcc9579a0f4ee010d13587576</premis:messageDigest>
                        </premis:fixity>
                        <premis:size>870158</premis:size>
                        <premis:format>
                           <premis:formatDesignation>
                              <premis:formatName>application/pdf</premis:formatName>
                           </premis:formatDesignation>
                        </premis:format>
                     </premis:objectCharacteristics>
                     <premis:originalName>Cylindrical Cavity Deformation of Jointed Anisotropic Rock.pdf</premis:originalName>
                  </premis:object>
               </premis:premis>
            </xmlData>
         </mdWrap>
      </techMD>
   </amdSec>
   <amdSec ID="FT_20.500.14352_18714_3">
      <techMD ID="TECH_T_20.500.14352_18714_3">
         <mdWrap MDTYPE="PREMIS">
            <xmlData xmlns:premis="http://www.loc.gov/standards/premis" xsi:schemaLocation="http://www.loc.gov/standards/premis http://www.loc.gov/standards/premis/PREMIS-v1-0.xsd">
               <premis:premis>
                  <premis:object>
                     <premis:objectIdentifier>
                        <premis:objectIdentifierType>URL</premis:objectIdentifierType>
                        <premis:objectIdentifierValue>https://docta.ucm.es/bitstreams/8171f616-5fd3-425b-a017-1e9b13ae7622/download</premis:objectIdentifierValue>
                     </premis:objectIdentifier>
                     <premis:objectCategory>File</premis:objectCategory>
                     <premis:objectCharacteristics>
                        <premis:fixity>
                           <premis:messageDigestAlgorithm>MD5</premis:messageDigestAlgorithm>
                           <premis:messageDigest>e6c4d4049e6cf64747d194d85a11932f</premis:messageDigest>
                        </premis:fixity>
                        <premis:size>18392</premis:size>
                        <premis:format>
                           <premis:formatDesignation>
                              <premis:formatName>text/plain</premis:formatName>
                           </premis:formatDesignation>
                        </premis:format>
                     </premis:objectCharacteristics>
                     <premis:originalName>Cylindrical Cavity Deformation of Jointed Anisotropic Rock.pdf.txt</premis:originalName>
                  </premis:object>
               </premis:premis>
            </xmlData>
         </mdWrap>
      </techMD>
   </amdSec>
   <fileSec>
      <fileGrp USE="ORIGINAL">
         <file ID="BITSTREAM_ORIGINAL_20.500.14352_18714_1" MIMETYPE="application/pdf" SEQ="1" SIZE="870158" CHECKSUM="818d472fcc9579a0f4ee010d13587576" CHECKSUMTYPE="MD5" ADMID="FO_20.500.14352_18714_1" GROUPID="GROUP_BITSTREAM_20.500.14352_18714_1">
            <FLocat LOCTYPE="URL" xlink:type="simple" xlink:href="https://docta.ucm.es/bitstreams/7743809f-0807-44e9-9aab-d7ccadb36426/download"/>
         </file>
      </fileGrp>
      <fileGrp USE="TEXT">
         <file ID="BITSTREAM_TEXT_20.500.14352_18714_3" MIMETYPE="text/plain" SEQ="3" SIZE="18392" CHECKSUM="e6c4d4049e6cf64747d194d85a11932f" CHECKSUMTYPE="MD5" ADMID="FT_20.500.14352_18714_3" GROUPID="GROUP_BITSTREAM_20.500.14352_18714_3">
            <FLocat LOCTYPE="URL" xlink:type="simple" xlink:href="https://docta.ucm.es/bitstreams/8171f616-5fd3-425b-a017-1e9b13ae7622/download"/>
         </file>
      </fileGrp>
   </fileSec>
   <structMap LABEL="DSpace Object" TYPE="LOGICAL">
      <div TYPE="DSpace Object Contents" ADMID="DMD_20.500.14352_18714">
         <div TYPE="DSpace BITSTREAM">
            <fptr FILEID="BITSTREAM_ORIGINAL_20.500.14352_18714_1"/>
         </div>
      </div>
   </structMap>
</mets></metadata></record></GetRecord></OAI-PMH>