Calibration of structural cracking models for asphalt pavements: HDM-4 case

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dc.contributor.authorde Solminihac, H
dc.contributor.authorHidalgo, P
dc.contributor.authorSalgado, M
dc.contributor.authorAltamira, A
dc.date.accessioned2024-01-10T12:37:53Z
dc.date.available2024-01-10T12:37:53Z
dc.date.issued2003
dc.description.abstractThe HDM-4 (Highway Development Management) models used for pavement management activities must be adapted to specific conditions of the country or region where they are to be used by adjusting certain calibration factors. This work presents results obtained from the calibration of structural cracking models in HDM-4 version 1.1, and comparing the results from equivalent HDM-III models. The "windows" methodology is used to reconstruct the distress performance curve of a specific road category based on the observation of conditions of diverse roads with similar characteristics (such as traffic, pavement structural capacity and climatic conditions) but different ages. Also, recommendations are made for calibrating performance models, as well as for establishing calibration factors for asphalt pavement structural cracking models more appropriate for Chilean roads. Although the results of the HDM-III and HDM-4 calibrated models have similar values, the HDM-4 version 1.1 cracking models are recommended due to their operational advantages.
dc.format.extent9 páginas
dc.fuente.origenWOS
dc.identifier.issn0971-4588
dc.identifier.urihttps://repositorio.uc.cl/handle/11534/76943
dc.identifier.wosidWOS:000183793800004
dc.information.autorucIngeniería;De Solminihac H;S/I;52157
dc.issue.numero3
dc.language.isoen
dc.nota.accesoSin adjunto
dc.pagina.final201
dc.pagina.inicio193
dc.publisherNATL INST SCIENCE COMMUNICATION
dc.revistaINDIAN JOURNAL OF ENGINEERING AND MATERIALS SCIENCES
dc.rightsregistro bibliográfico
dc.titleCalibration of structural cracking models for asphalt pavements: HDM-4 case
dc.typeartículo
dc.volumen10
sipa.codpersvinculados52157
sipa.indexWOS
sipa.trazabilidadCarga SIPA;09-01-2024
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