Exploració per autor "Puig Damians, Ivan"
Ara es mostren els items 11-30 de 53
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Comparison of finite element and finite difference modelling results with measured performance of a reinforced soil wall
Puig Damians, Ivan; Bathurst, Richard; Josa Garcia-Tornel, Alejandro; Lloret Morancho, Antonio (2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe performance of a metallic reinforced soil segmental retaining wall is examined in a systematic manner using two numerical modelling approaches. Finite element modelling was carried out using the commercial program ... -
Comparison of geosynthetic reinforced soil wall solutions using analytical design methods and numerical modelling
Moncada Ramírez, Aníbal Andrés; Puig Damians, Ivan; Olivella Pastallé, Sebastià; Bathurst, Richard John (2023)
Text en actes de congrés
Accés restringit per política de l'editorialEuropean design standard (prEN-1997 202x) permits the use of suitably verified numerical models for the design of reinforced soil walls (RSW). The paper first compares three analytical design method outcomes (Coherent ... -
Coupled modelling of environmental in-soil conditions and their effects over polyester straps reinforced soil structures
Moncada Ramírez, Aníbal Andrés; Puig Damians, Ivan; Olivella Pastallé, Sebastià; Bathurst, Richard John (2022)
Comunicació de congrés
Accés restringit per política de l'editorialPolyester (PET) strap reinforcement materials are being routinely used as soil reinforcement for mechanically stabilized earth (MSE) walls. Strength and stiffness of the polyester fibres can be expected to decrease with ... -
Environmental assessment of earth retaining wall structures
Puig Damians, Ivan; Bathurst, Richard; García Adroguer, Eduard; Josa Garcia-Tornel, Alejandro; Lloret Morancho, Antonio (2017-12)
Article
Accés restringit per política de l'editorialLife cycle assessment (LCA) is recognised as a powerful technique to determine the environmental impact component of sustainability assessments of structures in civil engineering projects at the time of design. This paper ... -
Equivalent interface properties for FLAC and PLAXIS models to simulate soil-structure interactions in MSE walls
Yu, Yan; Puig Damians, Ivan; Bathurst, Richard; Lloret Morancho, Antonio; Josa Garcia-Tornel, Alejandro (2014)
Text en actes de congrés
Accés restringit per política de l'editorialThe choice of structure element to simulate soil reinforcement and soil-structure interaction details for numerical modelling of mechanically stabilized earth (MSE) walls can have a significant influence on numerical ... -
Equivalent interface properties to model soil-facing interactions with zero-thickness and continuum element methodologies
Puig Damians, Ivan; Yu, Yan; Lloret Morancho, Antonio; Bathurst, Richard; Josa Garcia-Tornel, Alejandro (IOS Press, 2015)
Comunicació de congrés
Accés restringit per política de l'editorialSoil-facing mechanical interactions play an important role in the behavior of earth retaining walls. Generally, numerical analysis of earth retaining structures requires the use of interface elements between dissimilar ... -
Evaluación de la sostenibilidad de estructuras de contención de tierras: sensibilidad en las funciones de valor y en la ponderación de escenarios de toma de decisión
Puig Damians, Ivan; Lloret Morancho, Antonio; Josa Garcia-Tornel, Alejandro; Bathurst, Richard (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica, 2022)
Comunicació de congrés
Accés restringit per política de l'editorialLos muros de contención son estructuras geotécnicas con una amplia gama de soluciones para realizar la misma función. Cada vez más, se les pide a los ingenieros geotécnicos que encuentren la mejor solución entre varias ... -
Exploring material heterogeneity in gas flow simulation through clay materials: a numerical study
Sayad Noghretab, Babak; Puig Damians, Ivan; Olivella Pastallé, Sebastià; Gens Solé, Antonio (2023)
Comunicació de congrés
Accés restringit per política de l'editorialThis paper presents the results of the initial molding of the large-scale gas injection test 1 (Lasgit) conducted at the Äspö Hard Rock Laboratory in Sweden. Lasgit is a field test that follows the Swedish KBS-3V disposal ... -
FE analysis of the effect of soil-reinforcement interaction and reinforcement pre-tensioning on the behaviour of back-to-back polymeric strip reinforced soil walls
Brouthen, Abdelaziz; Puig Damians, Ivan; Bathurst, Richard; Houhou, Mohamed Nab (2022)
Text en actes de congrés
Accés restringit per política de l'editorialThis paper is focused on the performance of back-to-back reinforced soil walls using 2D numerical models developed using the geotechnical finite element method (FEM) code PLAXIS. These structures are used to support ... -
Implantació i perfecionament, mitjançant l’entorn virtual ATENEA, d’eines telemàtiques i activitats útils per a la formació i avaluació dels estudiants de l’assignatura de Geotècnia dins la titulació d’Enginyeria Tècnica d’Obres Públiques
Puig Damians, Ivan; Olivella, Sebastià; Josa Garcia-Tornel, Alejandro; Zornoza Gómez, José Luis; Suriol Castellví, Josep (Universitat Politècnica de Catalunya. Institut de Ciències de l'Educació, 2010-06-04)
Comunicació de congrés
Accés obertLa implantació dels nous plans d’estudi implica una major participació en les activitats docents per part dels estudiants; Geotècnia es prepara per a aquest sistema docent mitjançant l’ATENEA. S’ha apostat per metodologies ... -
Influence of choice of FLAC and PLAXIS interface models on reinforced soil-structure interactions
Yu, Yan; Puig Damians, Ivan; Bathurst, Richard (Elsevier, 2015-04-01)
Article
Accés obertThe choice of structure element to simulate soil reinforcement and soil–structure interaction details for numerical modelling of mechanically stabilized earth (MSE) walls can have a significant influence on numerical ... -
Influence of facing vertical stiffness on reinforced soil wall design
Puig Damians, Ivan; Bathurst, Richard; Josa Garcia-Tornel, Alejandro; Lloret Morancho, Antonio (2013)
Comunicació de congrés
Accés restringit per decisió de l'autorCurrent design practices for reinforced soil walls typically ignore the influence of facing type and foundation compressibility on the magnitude and distribution of reinforcement loads in steel reinforced soil walls under ... -
Influence of foundation compressibility on reinforcement loads in geosynthetic reinforced soil walls
Bathurst, Richard; Puig Damians, Ivan; Ezzein, F.; Josa Garcia-Tornel, Alejandro; Lloret Morancho, Antonio (International Geosynthetics Society (IGS), 2012)
Text en actes de congrés
Accés restringit per política de l'editorialA numerical FLAC model was used to investigate the influence of vertical stiffness of the foundation on the performance of an idealized 6-m high reinforced soil modular block retaining wall. Three different Winkler linear ... -
Influence of numerical model mesh properties on predicted in soil temperature, relative humidity and degree of saturation of reinforced soil structures
Moncada Ramírez, Aníbal Andrés; Puig Damians, Ivan; Olivella Pastallé, Sebastià; Bathurst, Richard (2022)
Comunicació de congrés
Accés restringit per política de l'editorialGeosynthetic materials are routinely used in soil reinforcement and stabilization applications. They have proven to be an important part of the sustainable solution for reinforced soil walls (RSWs). For RSW constructed ... -
Manual para el proyecto, construcción y gestión de pavimentos bicapa de hormigón
Aguado de Cea, Antonio; Carrascón Ortiz, Sergio; Pialarissi Cavalaro, Sergio Henrique; Puig Damians, Ivan; Senés, Corpus (Instituto Español del Cemento y sus Aplicaciones (IECA), 2010-12-24)
Llibre
Accés obert -
Mechanical performance and sustainability assessment of reinforced soil walls
Puig Damians, Ivan (Universitat Politècnica de Catalunya, 2016-07-28)
Tesi
Accés obertSoil reinforced retaining wall structures are materiallymore efficientthan competing construction solutions such as gravity and cantilever walls. Nevertheless, the behaviour and interactions between the com ponent materials ... -
Modeling soil-facing interface interaction with continuum element methodology
Puig Damians, Ivan; Olivella Pastallé, Sebastià; Bathurst, Richard; Lloret Morancho, Antonio; Josa Garcia-Tornel, Alejandro (2022-03)
Article
Accés obertSoil-facing mechanical interactions play an important role in the behaviour of earth retaining walls. Generally, numerical analysis of earth retaining structures requires the use of interface elements between dissimilar ... -
Modelización del comportamiento de bandas poliméricas de refuerzo en suelos bajo el efecto de la temperatura y humedad
Moncada Ramírez, Aníbal Andrés; Olivella Pastallé, Sebastià; Puig Damians, Ivan; Bathurst, Richard (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica, 2022)
Comunicació de congrés
Accés restringit per política de l'editorialLos materiales de refuerzo de bandas de poliéster (PET) se utilizan actualmente de forma rutinaria como refuerzo del suelo para los estructuras de contención de suelo reforzado. Es de esperar que la resistencia y la rigidez ... -
Modelización numérica de muros de suelo reforzado con bandas poliméricas
Puig Damians, Ivan (Sociedad Española de Mecánica del Suelo e Ingeniería Geotécnica, 2022)
Text en actes de congrés
Accés restringit per política de l'editorialMediante el desarrollo de modelos numéricos es posible comprender mejor el comportamiento mecánico de estructuras de suelo reforzado con refuerzo polimérico. En este documento se presentan comparativas entre programas y ... -
Modelling 3D mechanical interfaces with continuum elements
Puig Damians, Ivan; Olivella Pastallé, Sebastià; Lloret Morancho, Antonio; Josa Garcia-Tornel, Alejandro; Bathurst, Richard (2013)
Text en actes de congrés
Accés obertThis document presents preliminary results of FEM-numerical analysis of soil-reinforcement pullout tests. The numerical model has been developed with CODE_BRIGHT and assuming the interfaces as continuum materials. The ...