<?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>2026-04-14T02:05:16Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/97428" metadataPrefix="oai_dc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/97428</identifier><datestamp>2025-07-17T03:22:15Z</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>A bridge foundation analysis</dc:title>
   <dc:creator>Puig Damians, Ivan</dc:creator>
   <dc:creator>Olivella Pastallé, Sebastià</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. MSR - Mecànica del Sòls i de les Roques</dc:contributor>
   <dc:contributor>Universitat Politècnica de Catalunya. MECMAT - Mecànica de Materials</dc:contributor>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia</dc:subject>
   <dc:subject>Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals</dc:subject>
   <dc:subject>Bridges--Foundations and piers</dc:subject>
   <dc:subject>Bridge foundation</dc:subject>
   <dc:subject>Anthropic soil</dc:subject>
   <dc:subject>Plastic analysis</dc:subject>
   <dc:subject>Ponts -- Fonaments i pilastres</dc:subject>
   <dc:description>This document presents the analysis with CODE_BRIGHT finite element program&#xd;
 of a geotechnical case. The problem analyzed is related to a mechanical analysis of soilstructure&#xd;
 interaction considering different alternatives for the foundation of a bridge in El&#xd;
 Prat de Llobregat (Highway A-2). The comparison of displacements shows that an alternative&#xd;
 solution using shallow foundations can be considered in addition to the originally proposed,&#xd;
 composed by sheet walls.</dc:description>
   <dc:description>Postprint (published version)</dc:description>
   <dc:date>2011</dc:date>
   <dc:type>Conference report</dc:type>
   <dc:identifier>Damians, I.P., Olivella, S., Josa, A. A bridge foundation analysis. A: Workshop of CODE-BRIGHT Users. "Proceedings of the 3rd Workshop of CODE-BRIGHT Users". Barcelona: 2011, p. 1-4.</dc:identifier>
   <dc:identifier>https://hdl.handle.net/2117/97428</dc:identifier>
   <dc:language>eng</dc:language>
   <dc:relation>https://www.etcg.upc.edu/recerca/webs/code_bright/3w/abstracts/abstratcs-3wcb.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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