Finite Element Modeling of Direct Transition from Concrete Pavement to Asphalt Pavement

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dc.creatorVargas-Díaz, Sergio Arturo
dc.date2022-11-18
dc.date.accessioned2025-10-01T23:52:49Z
dc.descriptionThe origin of premature distress in direct transitions from Portland cement concrete pavement (PCCP) to asphalt concrete pavement (ACP) constructed as part of TransMilenio pavement repairs has not been investigated and the related literature is limited, therefore, a three-dimensional finite element (FE) model was used to determine the mechanical responses of a direct ACP-PCCP transition under moving vehicular loading in order to identify failure mechanisms. In this sense, a PCCP model was validated with a falling-weight deflectometer (FWD) test, field measurements, and analytical solutions, then a concrete slab (CS) was replaced with flowable fill and asphalt concrete (AC) to create the direct ACP-PCCP transition. The direct transition model considered: 1) the viscoelastic nature of the AC; 2) non-uniform tire-pavement contact pressure; and 3) the bonding variation of the AC-concrete interface of the transition joint using different coefficients of friction (COF) and the Coulomb-type friction model. The results showed 1) relatively high near-surface shear strain of the AC, primarily at the joint and extending 122 mm from the joint; 2) relatively high compressive vertical strain on the subgrade top; and 3) high vertical differential displacement of the joint surface. It is concluded that the AC may prematurely experience near-surface cracking at the vicinity of the joint and rutting from the subgrade, however, increasing the AC-concrete interface bonding may be conservative for fatigue cracking and vertical differential displacement.en-US
dc.descriptionEl origen de daños prematuros en transiciones directas de pavimento de concreto asfáltico (PCA) a pavimento de concreto de cemento de Pórtland (PCCP) construidas como parte de las reparaciones del pavimento de TransMilenio no ha sido investigado y la literatura relacionada es limitada, por lo tanto, un modelo tridimensional de elementos finitos (EF) fue utilizado para determinar las respuestas mecánicas de una transición directa de pavimento de PCA-PCCP sometida a carga vehicular en movimiento con el fin de identificar mecanismos de falla. En este sentido, un modelo de PCCP fue validado con un ensayo de deflectómetro de impacto (FWD), mediciones de campo y soluciones analíticas, luego fue remplazada una losa de concreto (LC) por relleno fluido y concreto asfáltico (CA) para crear la transición directa de PCA-PCCP. El modelo de la transición directa consideró: 1) la naturaleza viscoelástica del CA; 2) presiones no uniformes de contacto llanta-pavimento; y 3) la variación de unión de la interfaz CA-concreto de la junta de transición mediante diferentes coeficientes de ficción (CF) y el modelo de fricción de tipo Coulomb. Los resultados mostraron 1) deformación cortante relativamente alta cerca de la superficie del CA, principalmente en la junta y extendida 122 mm desde la junta; 2) deformación vertical de compresión relativamente alta en la parte superior de la subrasante; y 3) alto desplazamiento diferencial vertical de la superficie de la junta. Se concluye que el CA podría experimentar prematuramente agrietamiento cerca de la superficie en inmediación de la junta y ahuellamiento desde la subrasante, no obstante, aumentar la unión de la interfaz CA-concreto puede ser conservativo para el agrietamiento por fatiga y desplazamiento diferencial vertical.es-ES
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dc.identifierhttps://revistas.itm.edu.co/index.php/tecnologicas/article/view/2389
dc.identifier10.22430/22565337.2389
dc.identifier.urihttps://hdl.handle.net/20.500.12622/7839
dc.languageeng
dc.languagespa
dc.publisherInstituto Tecnológico Metropolitano (ITM)es-ES
dc.relationhttps://revistas.itm.edu.co/index.php/tecnologicas/article/view/2389/2621
dc.relationhttps://revistas.itm.edu.co/index.php/tecnologicas/article/view/2389/2627
dc.relationhttps://revistas.itm.edu.co/index.php/tecnologicas/article/view/2389/2628
dc.relationhttps://revistas.itm.edu.co/index.php/tecnologicas/article/view/2389/2638
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dc.rightsDerechos de autor 2022 TecnoLógicases-ES
dc.rightshttp://creativecommons.org/licenses/by-nc-sa/4.0es-ES
dc.sourceTecnoLógicas; Vol. 25 No. 55 (2022); e2389en-US
dc.sourceTecnoLógicas; Vol. 25 Núm. 55 (2022); e2389es-ES
dc.source2256-5337
dc.source0123-7799
dc.subjectFalling-weight deflectometeren-US
dc.subjectpavement performanceen-US
dc.subjectfailure mechanismsen-US
dc.subjectfinite element modellingen-US
dc.subjectnon-uniform pressureen-US
dc.subjectDeflectómetro de impactoes-ES
dc.subjectdesempeño de pavimentoses-ES
dc.subjectmecanismos de fallaes-ES
dc.subjectmodelación de elementos finitoses-ES
dc.subjectpresiones no-uniformeses-ES
dc.titleFinite Element Modeling of Direct Transition from Concrete Pavement to Asphalt Pavementen-US
dc.titleModelación de elementos finitos de transición directa de pavimento asfáltico a pavimento de concretoes-ES
dc.typeinfo:eu-repo/semantics/article
dc.typeinfo:eu-repo/semantics/publishedVersion
dc.typeResearch Papersen-US
dc.typeArtículos de investigaciónes-ES

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