TY  - GEN 
AU  - García Gómez, Felipe
AU  - Martínez Martínez, José Antonio
AU  - García Castillo, Luis Mª
AU  - Aragón Torre, Ángel
PY  - 2020
SN  - 978-84-09-17873-5
SN  - 2386-8198
UR  - http://hdl.handle.net/10259/8678
AB  - This paper presents an investigation on how to model a backfill masonry arch bridge using the discrete element method (DEM). The calculations that geotechnical engineers use the most today are elastic calculations, which use an elastic modulus “E”, or...
LA  - eng
PB  - Lombillo Vozmediano, Ignacio
KW  - Discrete Element Method
KW  - Backfill Masonry Bridge
KW  - PFC2D
KW  - Geomechanical modelling
KW  - Soil-structure interaction
KW  - Ingeniería civil
KW  - Civil engineering
KW  - Resistencia de materiales
KW  - Strength of materials
KW  - Informática
KW  - Computer science
TI  - Influence of the backfill parameters in distinct element modeling (DEM) of a backfill masonry arch bridge through the pfc2d software
ER  -