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- W638785792 abstract "At a glance, Tristram Avenue Viaduct may appear to be a relatively ordinary 360m long, 12-span Super-T girder structure. However, upon closer inspection, the design and detailing challenges of poor ground conditions coupled with seismic loading become evident. The structure is a key element of Auckland's $200 million Northern Busway Project for Transit New Zealand, which aims to provide an alternative to the heavily congested motorway for residents of the North Shore. This paper describes how innovation at tender stage introduced realignment of the geometry which reduced the main span of the bridge and therefore allowed the use of conventional precast prestressed concrete girders. The paper also discusses the governing influence of the deep alluvial soils present beneath the proposed structure and approach embankments. Such was the extent of this alluvial material, that the most economical approach was to extend the bridge structure instead of installing ground improvement measures beneath the approach embankments. The alluvial soils provided little lateral support to the piled foundations and this resulted in a structure sensitive to and a design largely governed by seismic events. (a) For the covering entry of this conference, please see ITRD abstract no. E214936." @default.
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- W638785792 date "2006-01-01" @default.
- W638785792 modified "2023-09-23" @default.
- W638785792 title "Tristram Avenue Viaduct Northern Busway, Auckland" @default.
- W638785792 hasPublicationYear "2006" @default.
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