Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection
990/5000 The sensitivity analysis of each of the variables that influence the design of a rigid pavement structure is presented, from the point of view of pavement mechanics, and the incidence of these on the deflection of the structural model. The variables analyzed were the f...
- Autores:
- Tipo de recurso:
- Fecha de publicación:
- 2010
- Institución:
- Universidad Pedagógica y Tecnológica de Colombia
- Repositorio:
- RiUPTC: Repositorio Institucional UPTC
- Idioma:
- spa
- OAI Identifier:
- oai:repositorio.uptc.edu.co:001/13976
- Acceso en línea:
- https://revistas.uptc.edu.co/index.php/ingenieria/article/view/1334
https://repositorio.uptc.edu.co/handle/001/13976
- Palabra clave:
- rigid pavements
deflection
design of paviments
maintenance and conservation
pavimentos rigidos
deflexión
diseño de pavimento
mantenimiento y conservación
- Rights
- License
- Copyright (c) 2006 Carlos Hernando Higuera-Sandoval
| id |
REPOUPTC2_a2ea3d2820f1b5c5f6ce843833f6580f |
|---|---|
| oai_identifier_str |
oai:repositorio.uptc.edu.co:001/13976 |
| network_acronym_str |
REPOUPTC2 |
| network_name_str |
RiUPTC: Repositorio Institucional UPTC |
| repository_id_str |
|
| spelling |
2010-12-022024-07-05T19:11:02Z2024-07-05T19:11:02Zhttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/1334https://repositorio.uptc.edu.co/handle/001/13976990/5000 The sensitivity analysis of each of the variables that influence the design of a rigid pavement structure is presented, from the point of view of pavement mechanics, and the incidence of these on the deflection of the structural model. The variables analyzed were the following: the applied load, the thickness of the slab, the load radius, the modulus of elasticity of the concrete, the Poisson's ratio of the concrete and the reaction module of the support or foundation assembly of the slab. Through the sensitivity analysis it is possible to define the most sensitive variables or those that affect to a greater or lesser degree the deflection of the structure, and thus be able to have tools that allow pavement design engineers to be certain of the variables that must be modified to ensure that the structural model meets deflection requirements at the edge, corner, and interior of the concrete slab.Se presenta el análisis de sensibilidad de cada una de las variables que influyen en el diseño de una estructura de un pavimento rígido, desde el punto de vista de la mecánica de pavimentos, y de la incidencia de estas en la deflexión del modelo estructural. Las variables analizadas fueron las siguientes: la carga aplicada, el espesor de la losa, el radio de carga, el módulo de elasticidad del concreto, la relación de Poisson del concreto y el módulo de reacción del conjunto de apoyo o fundación de la losa. Por medio del análisis de sensibilidad es posible definir las variables más sensibles o que afectan en mayor o menor grado la deflexión de la estructura, y así poder tener herramientas que les permitan a los ingenieros de diseño de pavimentos tener certeza de las variables que deben modificarse para conseguir que el modelo estructural cumpla con los requisitos de deflexión en el borde, en la esquina y en el interior de la losa de concreto.application/pdfspaspaUniversidad Pedagógica y Tecnológica de Colombiahttps://revistas.uptc.edu.co/index.php/ingenieria/article/view/1334/1329Copyright (c) 2006 Carlos Hernando Higuera-Sandovalhttp://purl.org/coar/access_right/c_abf131http://purl.org/coar/access_right/c_abf2Revista Facultad de Ingeniería; Vol. 15 No. 20 (2006); 55-69Revista Facultad de Ingeniería; Vol. 15 Núm. 20 (2006); 55-692357-53280121-1129rigid pavementsdeflectiondesign of pavimentsmaintenance and conservationpavimentos rigidosdeflexióndiseño de pavimentomantenimiento y conservaciónSensitivity analysis of the design variables of a rigid pavement and its incidence on deflectionAnálisis de sensibilidad de las variables de diseño de un pavimento rígido y su incidencia en la deflexióninfo:eu-repo/semantics/articlehttp://purl.org/coar/resource_type/c_2df8fbb1info:eu-repo/semantics/publishedVersionhttp://purl.org/coar/version/c_970fb48d4fbd8a214http://purl.org/coar/version/c_970fb48d4fbd8a85Higuera-Sandoval, Carlos Hernando001/13976oai:repositorio.uptc.edu.co:001/139762025-07-18 11:53:37.43metadata.onlyhttps://repositorio.uptc.edu.coRepositorio Institucional UPTCrepositorio.uptc@uptc.edu.co |
| dc.title.en-US.fl_str_mv |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| dc.title.es-ES.fl_str_mv |
Análisis de sensibilidad de las variables de diseño de un pavimento rígido y su incidencia en la deflexión |
| title |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| spellingShingle |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection rigid pavements deflection design of paviments maintenance and conservation pavimentos rigidos deflexión diseño de pavimento mantenimiento y conservación |
| title_short |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| title_full |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| title_fullStr |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| title_full_unstemmed |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| title_sort |
Sensitivity analysis of the design variables of a rigid pavement and its incidence on deflection |
| dc.subject.en-US.fl_str_mv |
rigid pavements deflection design of paviments maintenance and conservation |
| topic |
rigid pavements deflection design of paviments maintenance and conservation pavimentos rigidos deflexión diseño de pavimento mantenimiento y conservación |
| dc.subject.es-ES.fl_str_mv |
pavimentos rigidos deflexión diseño de pavimento mantenimiento y conservación |
| description |
990/5000 The sensitivity analysis of each of the variables that influence the design of a rigid pavement structure is presented, from the point of view of pavement mechanics, and the incidence of these on the deflection of the structural model. The variables analyzed were the following: the applied load, the thickness of the slab, the load radius, the modulus of elasticity of the concrete, the Poisson's ratio of the concrete and the reaction module of the support or foundation assembly of the slab. Through the sensitivity analysis it is possible to define the most sensitive variables or those that affect to a greater or lesser degree the deflection of the structure, and thus be able to have tools that allow pavement design engineers to be certain of the variables that must be modified to ensure that the structural model meets deflection requirements at the edge, corner, and interior of the concrete slab. |
| publishDate |
2010 |
| dc.date.accessioned.none.fl_str_mv |
2024-07-05T19:11:02Z |
| dc.date.available.none.fl_str_mv |
2024-07-05T19:11:02Z |
| dc.date.none.fl_str_mv |
2010-12-02 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
| dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_2df8fbb1 |
| dc.type.coarversion.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a85 |
| dc.type.version.spa.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
| dc.type.coarversion.spa.fl_str_mv |
http://purl.org/coar/version/c_970fb48d4fbd8a214 |
| status_str |
publishedVersion |
| dc.identifier.none.fl_str_mv |
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/1334 |
| dc.identifier.uri.none.fl_str_mv |
https://repositorio.uptc.edu.co/handle/001/13976 |
| url |
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/1334 https://repositorio.uptc.edu.co/handle/001/13976 |
| dc.language.none.fl_str_mv |
spa |
| dc.language.iso.spa.fl_str_mv |
spa |
| language |
spa |
| dc.relation.none.fl_str_mv |
https://revistas.uptc.edu.co/index.php/ingenieria/article/view/1334/1329 |
| dc.rights.en-US.fl_str_mv |
Copyright (c) 2006 Carlos Hernando Higuera-Sandoval |
| dc.rights.coar.fl_str_mv |
http://purl.org/coar/access_right/c_abf2 |
| dc.rights.coar.spa.fl_str_mv |
http://purl.org/coar/access_right/c_abf131 |
| rights_invalid_str_mv |
Copyright (c) 2006 Carlos Hernando Higuera-Sandoval http://purl.org/coar/access_right/c_abf131 http://purl.org/coar/access_right/c_abf2 |
| dc.format.none.fl_str_mv |
application/pdf |
| dc.publisher.en-US.fl_str_mv |
Universidad Pedagógica y Tecnológica de Colombia |
| dc.source.en-US.fl_str_mv |
Revista Facultad de Ingeniería; Vol. 15 No. 20 (2006); 55-69 |
| dc.source.es-ES.fl_str_mv |
Revista Facultad de Ingeniería; Vol. 15 Núm. 20 (2006); 55-69 |
| dc.source.none.fl_str_mv |
2357-5328 0121-1129 |
| institution |
Universidad Pedagógica y Tecnológica de Colombia |
| repository.name.fl_str_mv |
Repositorio Institucional UPTC |
| repository.mail.fl_str_mv |
repositorio.uptc@uptc.edu.co |
| _version_ |
1839633817418072064 |