Experimental investigation on the shear behaviour of the brickwork-backfill interface in masonry arch bridges
his paper presents the results from an experimental campaign to characterise the shear behaviour of the brickwork-backfill interaction in masonry arch bridges. Two representative backfill materials found in real masonry arch bridges (compacted crushed limestone and clay) were sheared against brickwo...
| Autores: | , , , , |
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| Formato: | artículo |
| Fecha de publicación: | 2023 |
| País: | España |
| Recursos: | Universitat Politècnica de Catalunya (UPC) |
| Repositorio: | UPCommons. Portal del coneixement obert de la UPC |
| Idioma: | inglés |
| OAI Identifier: | oai:upcommons.upc.edu:2117/395457 |
| Acesso em linha: | https://hdl.handle.net/2117/395457 https://dx.doi.org/10.1016/j.engstruct.2023.116531 |
| Access Level: | acceso abierto |
| Palavra-chave: | Masonry bridges Brickwork-backfill interfaces Backfill Bond type Interface friction angle Masonry arch bridges Ponts de maçoneria Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó |
| Resumo: | his paper presents the results from an experimental campaign to characterise the shear behaviour of the brickwork-backfill interaction in masonry arch bridges. Two representative backfill materials found in real masonry arch bridges (compacted crushed limestone and clay) were sheared against brickwork masonry specimens with two different bond patterns (a soldier course bond and an English bond) |
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