2026-05-27T13:29:10Zhttps://riubu.ubu.es/oai/request

oai:riubu.ubu.es:10259/100672025-05-09T12:46:33Zcom_10259_3969com_10259_5086com_10259_2604col_10259_10072col_10259_5684

García Gómez, Felipe Martínez Martínez, José Antonio García Castillo, Luis Mª 2025-01-29T11:14:52Z 2025-01-29T11:14:52Z 2025-01-29 http://hdl.handle.net/10259/10067 10.71486/0rmj-sa56 Dataset of an investigation on how to model a backfill masonry arch bridge using the discrete element method (DEM). The PFC2D software is used for this purpose. A certain backfill masonry arch bridge is modelled, with different types of fill, mortar and voussoir materials. A biaxial test has been programmed using ‘FISH’ code to obtain the micro-parameters used in the model so that they match the macro-parameters obtained from a real biaxial test. The arch is loaded until its collapse in three different load cases. Further discussion on the influence of the backfill parameters is presented as well as a sensitivity analysis for the arch bridge. eng http://creativecommons.org/licenses/by-nc/4.0/ info:eu-repo/semantics/openAccess Atribución-NoComercial 4.0 Internacional Discrete element method Backfill masonry bridge PFC2D Geomechanical modelling Soil-structure interaction DATASET of the paper “Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software” dataset