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- W609265669 abstract "This article describes the design and construction of a 142m long pedestrian bridge at Sringeri, India. The bridge was required to join the famous temple area on the river's north bank with a religious area on its south bank. The new bridge was built across a narrow stretch of the river, with exposed rock on the south side. The design chosen was for a continuous 110m long bridge across the river with a 24.5m long curved approach viaduct leading to a 7.5m masonry ramp on the south side. The main bridge has four spans of continuous deck, with two 20m end spans and two 35m intermediate spans, and the viaduct has three continuous spans. The footway is 2.5m wide. The superstructure of the main bridge is a single 1.5m deep cellular box with a trapezoidal section, 1.15m wide at the bottom and 1.8m wide at the top, supporting 2.8m overall deck width. The supporting piers are slender and have solid circular section. Concrete coffer dams had to be sunk and anchored into the exposed rock with an overlay of sandy bed. Rocker bearings are used to allow longitudinal movement to cater for temperature, creep, and shrinkage effects. The unique feature of the bridge is its slenderness, and its use of external cables for prestressing. The bridge deck has suitable drainage systems, and manholes for inspecting it from inside." @default.
- W609265669 created "2016-06-24" @default.
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- W609265669 date "1991-07-01" @default.
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- W609265669 title "FIRST EXTERNALLY PRESTRESSED CONCRETE BRIDGE IN INDIA AT SRINGERI" @default.
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