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- W650516877 abstract "This paper describes the substructure design for a single long span semi-continuous bridge. The bridge is located in a picturesque Himalayan range across the river Alkananda over a 45.0 m deep gorge. There are very difficult terrain conditions. The bridge will provide a vital link to the famous Badrinath shrine from Joshimath. The single clear span of 105.0 m provides for a 7.5 m clear roadway. The end abutments called herein the abutment-piers rest on open foundations. The bridge is made structurally semi-continuous by providing a central hinge which allows only transfer of vertical loads from one cantilever arm to the other through differential shear. The superstructure is prestressed with cables consisting of 12 nos. of 12.7 mm dia H.T. strand (12T13) of ultimate capacity of 2250 kN. The abutment-piers which form the substructure are vertically prestressed by 12T13 cables. The bridge involves many innovations in terms of design and construction. The article attempts to highlight the approach adopted for design and construction of the substructure. (A) For the covering abstract see IRRD 860938." @default.
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- W650516877 date "1992-01-01" @default.
- W650516877 modified "2023-09-26" @default.
- W650516877 title "DESIGN OF SUBSTRUCTURE FOR LONG SPAN SEMI-CONTINUOUS BRIDGE AT SINGDHAR" @default.
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