RT dataset
T1 DATASET of the paper “Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software”
A1 García Gómez, Felipe
A1 Martínez Martínez, José Antonio
A1 García Castillo, Luis Mª
K1 Discrete element method
K1 Backfill masonry bridge
K1 PFC2D
K1 Geomechanical modelling
K1 Soil-structure interaction
K1 Ingeniería civil
K1 Civil law
K1 Resistencia de materiales
K1 Strength of materials
AB 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.
PB Universidad de Burgos
YR 2025
FD 2025-01-29
LK http://hdl.handle.net/10259/10067
UL http://hdl.handle.net/10259/10067
LA eng
DS Repositorio Institucional de la Universidad de Burgos
RD 31-ene-2025