Thermo-hydraulic numerical modelling of in-soil conditions in reinforced soil walls

The role of temperature and relative humidity on long-term mechanical and chemical degradation of polyester fibres due to hydrolysis and creep is well documented. This study presents the results of a thermo-hydraulic 2D finite-element model used to estimate the magnitude and distribution of in-situ...

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Detalles Bibliográficos
Autores: Moncada Ramírez, Aníbal Andrés|||0000-0001-5054-0513, Puig Damians, Ivan|||0000-0002-0333-7296, Olivella Pastallé, Sebastià|||0000-0003-3976-4027, Bathurst, Richard
Tipo de recurso: artículo
Fecha de publicación:2024
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/406960
Acceso en línea:https://hdl.handle.net/2117/406960
https://dx.doi.org/10.1680/jgein.23.00026
Access Level:acceso abierto
Palabra clave:Retaining walls
Geosynthetics
Finite-element modelling
Atmospheric conditions
Temperature
Relative humidity
Murs de contenció
Àrees temàtiques de la UPC::Enginyeria civil::Geotècnia::Fonaments
Descripción
Sumario:The role of temperature and relative humidity on long-term mechanical and chemical degradation of polyester fibres due to hydrolysis and creep is well documented. This study presents the results of a thermo-hydraulic 2D finite-element model used to estimate the magnitude and distribution of in-situ temperature, relative humidity, and degree of saturation in the backfill of reinforced soil walls (RSWs) due to changes in atmospheric boundary conditions. Boundary conditions for in-air temperature, relative humidity and daily precipitation were taken from weather databases for continental, Mediterranean, desert, and tropical climates. Scenarios with different water tables, and permeable or impermeable zones around the reinforced soil zone were analyzed. Numerical outcomes show that mean in-soil temperature values can be related to the mean annual atmospheric value for each geographical location, with relevant fluctuations limited to the first 3 meters of distance from the vertical and horizontal boundaries. In-soil relative humidity values depended on the climate dataset and the permeability of the zones adjacent to the reinforced soil. The results of this study and lessons learned are a valuable precursor for future studies of coupled thermo-hydro-mechanical modelling of polyester geosynthetic RSWs under in-situ operational conditions.