Geosynthetic Reinforcement of Buried Flexible Pipes

Fil: Clariá, Juan José. Universidad Nacional de Córdoba; Argentina.

Detalles Bibliográficos
Autores principales: Clariá, Juan José, Moreno Guillén, Francis Morella
Formato: conferenceObject
Lenguaje:Español
Publicado: 2024
Materias:
Acceso en línea:http://hdl.handle.net/11086/550510
Aporte de:
id I10-R141-11086-550510
record_format dspace
spelling I10-R141-11086-5505102024-02-17T06:21:14Z Geosynthetic Reinforcement of Buried Flexible Pipes Clariá, Juan José Moreno Guillén, Francis Morella Tubería flexible Geosintéticos Tuberías enterradas Tuberías de poliéster Fibra de vidrio Fil: Clariá, Juan José. Universidad Nacional de Córdoba; Argentina. Fil: Moreno Guillén, Francis Morella. Universidad Nacional de Córdoba; Argentina. Buried pipes perform a key role in urban centers, including multiple functions from fluid transport to electric lines conduction. Usually, flexible pipes design is developed by means of approximate formulations derived from the elasticity theory (v.g. Spangler Iowa). Although there are many studies about the interaction between a soil and a buried pipe, several failures are observed in these systems. In order to reduce the pipe deflections and stresses, the system reinforcement with a geosyntethic is proposed. The present paper shows the results of a parametric study about the interaction between a flexible buried pipe (e.g. polyester reinforced with fiberglass pipe - PRFV) with the surrounding soil and a geosynthetic acting as a reinforcement element. For the analysis of the soil-pipegeosynthetic interaction and behavior, a bidimensional finite element model was built using PLAXIS software. By means of the numeric model, the contribution of the geosynthetic as a function of the soil and pipe stiffness was determined. The influence of the geosynthetic burial depth on the pipe deflection is also analyzed. The maximum geosynthetic contribution is observed for the case of pipe trenches excavated on rigid natural soils backfilled with softly compacted materials in order to avoid pipe damage. http://conferencesba2015.com.ar/website/xv-congreso-panamericano-de-mecanica-de-suelos-e-ingenieria-geotecnica/pagina-de-bienvenida/ Fil: Clariá, Juan José. Universidad Nacional de Córdoba; Argentina. Fil: Moreno Guillén, Francis Morella. Universidad Nacional de Córdoba; Argentina. Ingeniería Civil 2024-02-16T13:26:24Z 2024-02-16T13:26:24Z 2015 conferenceObject http://hdl.handle.net/11086/550510 spa Attribution-NonCommercial-ShareAlike 4.0 International http://creativecommons.org/licenses/by-nc-sa/4.0/ Impreso; Electrónico y/o Digital
institution Universidad Nacional de Córdoba
institution_str I-10
repository_str R-141
collection Repositorio Digital Universitario (UNC)
language Español
topic Tubería flexible
Geosintéticos
Tuberías enterradas
Tuberías de poliéster
Fibra de vidrio
spellingShingle Tubería flexible
Geosintéticos
Tuberías enterradas
Tuberías de poliéster
Fibra de vidrio
Clariá, Juan José
Moreno Guillén, Francis Morella
Geosynthetic Reinforcement of Buried Flexible Pipes
topic_facet Tubería flexible
Geosintéticos
Tuberías enterradas
Tuberías de poliéster
Fibra de vidrio
description Fil: Clariá, Juan José. Universidad Nacional de Córdoba; Argentina.
format conferenceObject
author Clariá, Juan José
Moreno Guillén, Francis Morella
author_facet Clariá, Juan José
Moreno Guillén, Francis Morella
author_sort Clariá, Juan José
title Geosynthetic Reinforcement of Buried Flexible Pipes
title_short Geosynthetic Reinforcement of Buried Flexible Pipes
title_full Geosynthetic Reinforcement of Buried Flexible Pipes
title_fullStr Geosynthetic Reinforcement of Buried Flexible Pipes
title_full_unstemmed Geosynthetic Reinforcement of Buried Flexible Pipes
title_sort geosynthetic reinforcement of buried flexible pipes
publishDate 2024
url http://hdl.handle.net/11086/550510
work_keys_str_mv AT clariajuanjose geosyntheticreinforcementofburiedflexiblepipes
AT morenoguillenfrancismorella geosyntheticreinforcementofburiedflexiblepipes
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