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BRIDGE ACROSS ALSSUND IN DENMARK

E S Pedersen, Henrik Hauge Jacobsen, Anton Petersen

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Abstract

The 660 M long and 16 M wide Alssund Bridge was opened to traffic in 1981. It is designed as a box girder bridge with 9 spans. The superstructure of the main bridge is constructed in post-tensioned concrete using the balanced free cantilever method. The superstructure of the approach spans is constructed in post-tensioned concrete cast in place, using the span by span method. The piers are partly founded on rc piles and partly directly founded. (TRRL)

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What this paper is about

The 660 M long and 16 M wide Alssund Bridge was opened to traffic in 1981. It is designed as a box girder bridge with 9 spans. The superstructure of the main bridge is constructed in post-tensioned concrete using the balanced free cantilever method. The superstructure of the approach spans is constructed in post-tensioned concrete cast in place, using the span by span method. The piers are partly founded on rc piles and partly directly founded. (TRRL)

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Available abstract

The 660 M long and 16 M wide Alssund Bridge was opened to traffic in 1981. It is designed as a box girder bridge with 9 spans. The superstructure of the main bridge is constructed in post-tensioned concrete using the balanced free cantilever method. The superstructure of the approach spans is constructed in post-tensioned concrete cast in place, using the span by span method. The piers are partly founded on rc piles and partly directly founded. (TRRL)

Key concepts: Bridge (graph theory), Box girder, Structural engineering, Span (engineering), Engineering, Beam bridge, Cantilever, Superstructure

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