Exploració per autor "Puig Damians, Ivan"
Ara es mostren els items 13-32 de 52
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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 ... -
Modelling a gas flow experiment in Mx80 bentonite
Puig Damians, Ivan; Olivella Pastallé, Sebastià; Gens Solé, Antonio (International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE), 2019)
Text en actes de congrés
Accés restringit per política de l'editorialA gas injection test performed on compact bentonite was carried out at the British Geological Survey. The test is composed of two stages (i.e. hydration followed by gas injection). After gas breakthrough and a period of ... -
Modelling advective gas flow in compact bentonite: lessons learnt from different numerical approaches
Tamayo Mas, Elena; Harrington, J. F.; Brüning, T.; Shao, H.; Dagher, E. E.; Lee, Jaewon; Kim, K.; Rutqvist, Jonny; Kolditz, Olaf; Lai, S. H.; Chittenden, C.; Wang, Y.; Puig Damians, Ivan; Olivella Pastallé, Sebastià (Elsevier, 2021-03)
Article
Accés obertIn a repository for radioactive waste hosted in a clay formation, hydrogen and other gases may be generated due to the corrosion of metallic materials under anoxic conditions, the radioactive decay of waste and the ... -
Modelling gas flow experiments in Mx80 bentonite: analysis of preferential gas paths
Puig Damians, Ivan; Olivella Pastallé, Sebastià; Gens Solé, Antonio (International Centre for Numerical Methods in Engineering (CIMNE), 2019)
Text en actes de congrés
Accés obertA gas injection test, performed on compact bentonite, was carried out at the British Geological Survey. The test is composed by two stages (i.e. hydration followed by gas injection testing). After gas breakthrough and a ...