A platform for research: civil engineering, architecture and urbanism
Design and construction of prestressed concrete bridge across River Palar
Bridge consists of 23 spans of 90 ft clear each and is founded on wells; superstructure for spans consists of reinforced concrete slab 6 in. thick cast in situ; precasting of girders; launching girders weighing 60 tons each from casting yard to their positions over piers.
Design and construction of prestressed concrete bridge across River Palar
Bridge consists of 23 spans of 90 ft clear each and is founded on wells; superstructure for spans consists of reinforced concrete slab 6 in. thick cast in situ; precasting of girders; launching girders weighing 60 tons each from casting yard to their positions over piers.
Design and construction of prestressed concrete bridge across River Palar
Indian Roads Congress -- J
Nambiar, K.K. (author)
1955
59 pages
12 Plates
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Design and construction of prestressed concrete bridge across river Coleroon
Engineering Index Backfile | 1957
|Analysis and Design of a Prestressed Concrete Bridge across Koynadu River
British Library Conference Proceedings | 2001
|Prestressed concrete bridge construction
Engineering Index Backfile | 1965
|TIBKAT | 1977
|Prestressed-concrete bridge over river Tame
Engineering Index Backfile | 1950