<?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>2026-04-14T08:31:23Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/115483" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/115483</identifier><datestamp>2025-07-17T00:34:57Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452950</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
   <dc:title>3D modelling of reinforced soil walls</dc:title>
   <dc:creator>Puig Damians, Ivan</dc:creator>
   <dc:creator>Bathurst, Richard</dc:creator>
   <dc:creator>Olivella Pastallé, Sebastià</dc:creator>
   <dc:creator>Lloret Morancho, Antonio</dc:creator>
   <dc:creator>Josa Garcia-Tornel, Alejandro</dc:creator>
   <dc:contributor>Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. GEOMECMAT - Grup de Geotècnia i Mecànica de Materials</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Fonaments</dc:subject>
   <dc:subject>Reinforced soils</dc:subject>
   <dc:subject>MSE walls</dc:subject>
   <dc:subject>Mechanical 3D modelling</dc:subject>
   <dc:subject>Discontinuous soil reinforcement</dc:subject>
   <dc:subject>Fonaments</dc:subject>
   <dc:description>This report summarizes the scope and conclusions of a 3D numerical modelling analysis of mechanically stabilized earth (MSE) walls constructed with concrete panels and strip reinforcement. These systems pose numerical challenges as a result of the discontinuous reinforcement arrangement which suggest the necessity on the 3D strategies instead of 2D modelling to determine and to fit its actual intrinsic behaviour.</dc:description>
   <dc:description>Postprint (published version)</dc:description>
   <dc:date>2017</dc:date>
   <dc:type>Conference report</dc:type>
   <dc:identifier>Damians, I.P., Bathurst, R.J., Olivella, S., Lloret, A., Josa, A. 3D modelling of reinforced soil walls. A: Workshop of CODE_BRIGHT users. "CODE_BRIGHT: A 3-D program for thermo-hydro-mechanical analysis in geological media: 9th Workshop of CODE_BRIGHT users, Barcelona, 23th May 2017". 2017, p. 1-4.</dc:identifier>
   <dc:identifier>https://hdl.handle.net/2117/115483</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:relation>https://deca.upc.edu/en/projects/code_bright/workshop/pdf/workshop_abstracts_2017.pdf</dc:relation>
   <dc:rights>Open Access</dc:rights>
   <dc:format>4 p.</dc:format>
   <dc:format>application/pdf</dc:format>
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