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- W366450850 abstract "This article describes the design and construction of the Sentosa bridge. The geology of the site situated on St John Facies, is characterized mainly by mudstone and muddy fine sandstone/siltstone. The bridge is an arch shaped 7 span continuous bridge with a length of 380m. It is monolithic with the pier and pile foundation. A self- elevating platform, a special dismountable cofferwall, and balanced double cantilever methods of construction were used for the first time in Singapore. The use of cofferwalls as watertight enclosures for the construction of pile-caps instead of sheetpile walls or cofferdams resulted in considerable savings in cost and time. The self-elevating platforms worked well at water depths between 10m and 20m and three piles could be drilled and cast in one positioning. The complex curve of the side faces and parabolic soffits of the box girders could be formed and constructed accurately using the in-situ balanced double cantilever construction method. There was no need to employ specialised heavy lifting equipment and very little obstruction was caused to navigation during the construction." @default.
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- W366450850 date "1993-03-01" @default.
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- W366450850 title "CONSTRUCTION INNOVATIONS ON SINGAPORE'S SENTOSA BRIDGE" @default.
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