TY  - JOUR 
AU  - García Gómez, Felipe
AU  - Martínez Martínez, José Antonio
AU  - García Castillo, Luis Mª
PY  - 2019
SN  - 1748-6025
UR  - http://hdl.handle.net/10259/8676
AB  - This paper presents 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,...
LA  - eng
PB  - Taylor & Francis
KW  - Discrete element mehtod
KW  - Backfill masonry bridge
KW  - PFC2D
KW  - Geomechanical modelling
KW  - Soil-structure interaction
KW  - Ingeniería civil
KW  - Civil law
KW  - Resistencia de materiales
KW  - Strength of materials
TI  - Influence of the backfill parameters in distinct element modelling of a backfill masonry arch bridge through the PFC2D software
DO  - 10.1080/17486025.2019.1680883
T2  - Geomechanics and Geoengineering
VL  - 17
M2  - 22
ER  -