Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles

Propia

Autores:: Díaz Cepeda, Eduardo Andrés

Tipo de recurso:: Trabajo de grado de pregrado

Fecha de publicación:: 2020

Institución:: Universidad Antonio Nariño

Repositorio:: Repositorio UAN

Idioma:: spa

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network_acronym_str	UAntonioN2
network_name_str	Repositorio UAN
repository_id_str
dc.title.es_ES.fl_str_mv	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
title	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
spellingShingle	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles refuerzo geomalla materiales pétreos reinforcement geogrids petty materials
title_short	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
title_full	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
title_fullStr	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
title_full_unstemmed	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
title_sort	Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles
dc.creator.fl_str_mv	Díaz Cepeda, Eduardo Andrés
dc.contributor.advisor.spa.fl_str_mv	Rodriguez Rincón, Juan Pablo
dc.contributor.author.spa.fl_str_mv	Díaz Cepeda, Eduardo Andrés
dc.subject.es_ES.fl_str_mv	refuerzo geomalla materiales pétreos
topic	refuerzo geomalla materiales pétreos reinforcement geogrids petty materials
dc.subject.keyword.es_ES.fl_str_mv	reinforcement geogrids petty materials
description	Propia
publishDate	2020
dc.date.issued.spa.fl_str_mv	2020-06-05
dc.date.accessioned.none.fl_str_mv	2021-03-01T21:29:12Z
dc.date.available.none.fl_str_mv	2021-03-01T21:29:12Z
dc.type.spa.fl_str_mv	Trabajo de grado (Pregrado y/o Especialización)
dc.type.coar.spa.fl_str_mv	http://purl.org/coar/resource_type/c_7a1f
dc.type.coarversion.none.fl_str_mv	http://purl.org/coar/version/c_970fb48d4fbd8a85
format	http://purl.org/coar/resource_type/c_7a1f
dc.identifier.uri.none.fl_str_mv	http://repositorio.uan.edu.co/handle/123456789/2130
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dc.identifier.instname.spa.fl_str_mv	instname:Universidad Antonio Nariño
dc.identifier.reponame.spa.fl_str_mv	reponame:Repositorio Institucional UAN
dc.identifier.repourl.spa.fl_str_mv	repourl:https://repositorio.uan.edu.co/
url	http://repositorio.uan.edu.co/handle/123456789/2130
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The Engineering Economist, 55(3), 225–245. https://doi.org/10.1080/0013791X.2010.502962.instname:Universidad Antonio Nariñoreponame:Repositorio Institucional UANrepourl:https://repositorio.uan.edu.co/PropiaThe roads nowadays are a fundamental part of the social and economic development of any country whatsoever, since they facilitate the exchange of goods, goods and services, generating a significant growth for the nation and allowing more national and / or foreign investments, being able to increase of the economy of a people. For this reason it is so important that the tracks remain constantly in excellent structural condition. In Colombia, we have a very high percentage of primary roads in bad condition because many of them are not designed to withstand heavy vehicle loads and thus generate their constant deterioration in the short term, we remember that the roads must be designed for long periods of useful life avoiding an investment unnecessary in short periods. With respect to the above, geogrids play a major role as structural reinforcement in all types of roads; this modern element used worldwide makes the structure prolong its useful life, significantly reducing the action of vehicular loads (ditches or furrows) in Rolling, thus achieving more durable, safe and efficient routes. Due to the constant and accelerated growth of vehicular traffic, it is necessary to explore the different methods used to reinforce the roads with this type of structural element and its evolution. In this document he emphasizes the methodology used by engineers J. P. Giroud and Jie Han. The method is applied to determine the soil-geosynthetic interaction by the action of rolling loads on paved and unpaved roads. Increasing its bearing capacity, decreasing layers of stone materials, time, costs and most importantly being environmentally friendlyLas vías en la actualidad hacen parte fundamental del desarrollo social y económico de un país cualquiera que sea, pues facilitan el intercambio de mercancías, bienes y servicios generando un crecimiento significativo para la nación y permitiendo más inversiones nacionales y/o extranjeras, logrando incrementar de forma significativa la economía de un pueblo. Por esta razón es tan importante que las vías permanezcan constantemente en excelentes condiciones estructurales. En Colombia tenemos un porcentaje muy alto de vías terciarias en mal estado pues muchas de ellas no están diseñadas para soportar grandes cargas vehiculares generando así su deterioro constante a corto plazo, recordemos que las vías deben ser diseñadas para grandes periodos de vida útil evitando una inversión innecesaria en periodos cortos. Con respecto a lo anterior las geomallas juegan un papel principal como refuerzo estructural en todo tipo de vías, este elemento moderno utilizado a nivel mundial logra que la estructura prolongue su vida útil, reduciendo significativamente la acción de las cargas vehiculares (zanjas o surcos) en la rodadura, logrando así vías más perdurables, seguras y eficientes. Debido al crecimiento constante y acelerado del tráfico vehicular se hace necesario explorar los diferentes métodos utilizados para el refuerzo en las vías terciarias con este tipo de elemento estructural y su evolución. En este documento hace énfasis a la metodología utilizada por los ingenieros J. P. Giroud y Jie Han. El método se aplica para determinar la interacción suelogeosintético por acción de las cargas por rodadura en caminos pavimentados y sin pavimentar. Aumentando su capacidad portante, disminuyendo capas de materiales pétreos, tiempo, costos y lo más importante siendo amigable con el medio ambienteIngeniero(a) CivilPregradoPresencialspaUniversidad Antonio NariñoIngeniería CivilFacultad de Ingeniería CivilBogotá - Surrefuerzogeomallamateriales pétreosreinforcementgeogridspetty materialsUso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes DébilesTrabajo de grado (Pregrado y/o Especialización)http://purl.org/coar/resource_type/c_7a1fhttp://purl.org/coar/version/c_970fb48d4fbd8a85ORIGINAL2020EduardoAndresDiazCepeda.pdf2020EduardoAndresDiazCepeda.pdfTrabajo de gradoapplication/pdf3641944https://repositorio.uan.edu.co/bitstreams/397e72e7-2a10-4f77-a73d-9208dcf9e8df/downloadac9a2b9653e9723d53ab170ecb07f7d6MD512020AutorizacióndeAutores.pdf2020AutorizacióndeAutores.pdfAutorización de autoresapplication/pdf974487https://repositorio.uan.edu.co/bitstreams/728eb556-f903-4c9c-8af5-42f6c00b9ad1/download9cbb113aac6f45263bcd876eb6dbc384MD52CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-81031https://repositorio.uan.edu.co/bitstreams/3f6f4bd6-1bf3-46bc-bbbe-40cc24b13256/download72519bed840f81617dda6654b015f0a1MD53LICENSElicense.txtlicense.txttext/plain; charset=utf-82710https://repositorio.uan.edu.co/bitstreams/0334ca23-cca2-4390-8f7c-7027236a793e/download2e388663398085f69421c9e4c5fcf235MD54123456789/2130oai:repositorio.uan.edu.co:123456789/21302024-10-09 23:03:10.191https://creativecommons.org/licenses/by-sa/4.0/Acceso abiertoopen.accesshttps://repositorio.uan.edu.coRepositorio Institucional UANalertas.repositorio@uan.edu.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

Uso de Geomallas Multiaxiales Como Refuerzo en Vías sin Pavimentar con Suelos Blandos o Subrasantes Débiles

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