The Eurocodes do not cover important aspects of the design of integral bridges, including the behaviour of soil behind bridge abutments that is subject to repeat thermal movement. PD 6694-1[1] therefore contains recommendations and guidance for the design of integral bridges. These update the UK recommendations for integral bridge design contained in BA 42/96[2] in the light of recent research and to align them with the Eurocode design philosophy. This paper explains their background.

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