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- W610614435 abstract "This paper gives details of the construction of a concrete road bridge over the River Mahanadi in India. The bridge was designed as a ten-span submersible bridge, because the river is liable to severe flooding. Single circular pier wells of 5.6m diameter were used for the foundations; flared slender 80 cm thick reinforced concrete piers of M 200 concrete were provided eccentrically on the well caps, 80 cm towards the upstream side, to counter the moments generated by the active current forces. The superstructure consists of a twin hollow flared type reinforced concrete box girder in M 200 concrete, and bulb portions in M 250 concrete above the bearings. While the bridge was already being constructed as a submersible bridge, its structure has to be modified to a high-level bridge, to cater for increased flow in the river and for meeting of traffic needs without interruption. The whole design had to be re-evaluated due to the changed conditions. During construction, the end wells, which could not cope with the changed requirements, had to be relieved of earth pressure to make them stable. Solid rubble filling with masonry bands was proposed as a replacement material in the earth pressure zone behind the end wells. (TRRL) (Author/TRRL)" @default.
- W610614435 created "2016-06-24" @default.
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- W610614435 date "1990-08-01" @default.
- W610614435 modified "2023-09-26" @default.
- W610614435 title "CONSTRUCTION OF HIGH LEVEL BRIDGE OVER RIVER MAHANADI ON TIRTOL-KOLAR ROAD IN CUTTACK DISTRICT" @default.
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