Modeling of geosynthetic reinforced buried flexible pipes

Fil: Vettorelo, P. V. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina.

Detalles Bibliográficos
Autores principales: Vettorelo, P. V., Moreno, F. M., Clariá, J. J.
Formato: conferenceObject
Lenguaje:Inglés
Publicado: 2024
Materias:
Acceso en línea:http://hdl.handle.net/11086/554143
Aporte de:
id I10-R141-11086-554143
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spelling I10-R141-11086-5541432024-11-05T12:14:32Z Modeling of geosynthetic reinforced buried flexible pipes Vettorelo, P. V. Moreno, F. M. Clariá, J. J. Tubos flexibles Geosintéticos Tuberías enterradas Surrounding soil Fil: Vettorelo, P. V. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Fil: Moreno, F. M. Universidad Nacional de Córdoba; Argentina. Fil: Clariá, J. J. 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 buried pipe and the surrounding soil, several failures are observed in these systems. In order to reduce the pipe deflections and stresses, the system reinforcement with a geosyntethic can be a good improvement alternative. The present paper shows the results of a parametric study about the interaction between a flexible buried pipe (e.g. glass fiber reinforced polyester pipe - GRP) 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 numerical model, the contribution of the geosynthetic as a function of the soil and pipe stiffness was determined. The influence of the geosynthetic buried 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, situation that is generally applied in order to prevent pipe damage. www.GeoAmericas2016.org Fil: Vettorelo, P. V. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Fil: Moreno, F. M. Universidad Nacional de Córdoba; Argentina. Fil: Clariá, J. J. Universidad Nacional de Córdoba; Argentina. Ingeniería de la Construcción 2024-11-04T13:09:47Z 2024-11-04T13:09:47Z 2016 conferenceObject 978-0-9884772-2-3 http://hdl.handle.net/11086/554143 eng 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 Inglés
topic Tubos flexibles
Geosintéticos
Tuberías enterradas
Surrounding soil
spellingShingle Tubos flexibles
Geosintéticos
Tuberías enterradas
Surrounding soil
Vettorelo, P. V.
Moreno, F. M.
Clariá, J. J.
Modeling of geosynthetic reinforced buried flexible pipes
topic_facet Tubos flexibles
Geosintéticos
Tuberías enterradas
Surrounding soil
description Fil: Vettorelo, P. V. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina.
format conferenceObject
author Vettorelo, P. V.
Moreno, F. M.
Clariá, J. J.
author_facet Vettorelo, P. V.
Moreno, F. M.
Clariá, J. J.
author_sort Vettorelo, P. V.
title Modeling of geosynthetic reinforced buried flexible pipes
title_short Modeling of geosynthetic reinforced buried flexible pipes
title_full Modeling of geosynthetic reinforced buried flexible pipes
title_fullStr Modeling of geosynthetic reinforced buried flexible pipes
title_full_unstemmed Modeling of geosynthetic reinforced buried flexible pipes
title_sort modeling of geosynthetic reinforced buried flexible pipes
publishDate 2024
url http://hdl.handle.net/11086/554143
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AT morenofm modelingofgeosyntheticreinforcedburiedflexiblepipes
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