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dc.creatorMoreno M.A.R.spa
dc.creatorNavarro T.E.spa
dc.creatorZeballos G.T.spa
dc.date.accessioned2017-12-19T19:36:49Z
dc.date.available2017-12-19T19:36:49Z
dc.date.created2017
dc.identifier.issn7177925
dc.identifier.urihttp://hdl.handle.net/11407/4342
dc.description.abstractThe reliability used in the pavement design is assigned according to recommendations of design guides or according to the designer's criteria; that is to say, there is no rational tool for their estimation. In addition, the chosen value is deterministic and does not consider the random nature of the process or the actual conditions of load, climate, material behavior and impact of the construction process that affect the performance of the structure when it is in service. This research proposes to link the design method and calibrated deterioration models to local conditions that consider the actual behavior of the materials, the variability of the construction process, the actual load stresses and the weather, when in operation. For this, a Monte Carlo simulation model is developed, using field data and statistical concepts that allow defining the variables of the model as random variables. Subsequently, with the variables found and using the reliability theory and the serviceability model, the design method and the models of deterioration are evaluated through a supply and demand analysis to obtain the reliability value that reduces the uncertainty of the performance of the structure when operating.eng
dc.language.isoeng
dc.publisherPontificia Universidad Catolica de Chile, Escuela de Construccion Civilspa
dc.relation.isversionofhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85029101475&doi=10.7764%2fRDLC.16.2.284&partnerID=40&md5=0f3d9f8c95e9b07b0b026573379e4d1fspa
dc.sourceScopusspa
dc.titleIncluding reliability in the AASHTO-93 flexible pavement design method integrating pavement deterioration modelsspa
dc.typeArticleeng
dc.rights.accessrightsinfo:eu-repo/semantics/restrictedAccess
dc.contributor.affiliationMoreno, M.A.R., Facultad de Ingeniería, Universidad de Medellín, Carrera 87 No 30-65, Medellín, Colombiaspa
dc.contributor.affiliationNavarro, T.E., Facultad de Ingeniería, Departamento de Ingeniería Civil, Universidad de Concepción, Edmundo Larenas 219, Concepción, Chilespa
dc.contributor.affiliationZeballos, G.T., Escuela de Ingeniería, Pontificia Universidad Católica de Chile, Av. Vicuña Mackenna 4860, Macul, Santiago, Chilespa
dc.identifier.doi10.7764/RDLC.16.2.284
dc.subject.keywordDeterioration modelseng
dc.subject.keywordPavement designeng
dc.subject.keywordPavement design lifeeng
dc.subject.keywordPavement service lifeeng
dc.subject.keywordReliabilityeng
dc.subject.keywordServiceabilityeng
dc.publisher.facultyFacultad de Ingenieríasspa
dc.abstractThe reliability used in the pavement design is assigned according to recommendations of design guides or according to the designer's criteria; that is to say, there is no rational tool for their estimation. In addition, the chosen value is deterministic and does not consider the random nature of the process or the actual conditions of load, climate, material behavior and impact of the construction process that affect the performance of the structure when it is in service. This research proposes to link the design method and calibrated deterioration models to local conditions that consider the actual behavior of the materials, the variability of the construction process, the actual load stresses and the weather, when in operation. For this, a Monte Carlo simulation model is developed, using field data and statistical concepts that allow defining the variables of the model as random variables. Subsequently, with the variables found and using the reliability theory and the serviceability model, the design method and the models of deterioration are evaluated through a supply and demand analysis to obtain the reliability value that reduces the uncertainty of the performance of the structure when operating.eng
dc.creator.affiliationFacultad de Ingeniería, Universidad de Medellín, Carrera 87 No 30-65, Medellín, Colombiaspa
dc.creator.affiliationFacultad de Ingeniería, Departamento de Ingeniería Civil, Universidad de Concepción, Edmundo Larenas 219, Concepción, Chilespa
dc.creator.affiliationEscuela de Ingeniería, Pontificia Universidad Católica de Chile, Av. Vicuña Mackenna 4860, Macul, Santiago, Chilespa
dc.relation.ispartofesRevista de la Construccionspa
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dc.type.versioninfo:eu-repo/semantics/publishedVersion
dc.type.driverinfo:eu-repo/semantics/article
dc.identifier.reponamereponame:Repositorio Institucional Universidad de Medellínspa
dc.identifier.instnameinstname:Universidad de Medellínspa


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