A platform for research: civil engineering, architecture and urbanism
Prestressed concrete bridge over river Medway in England
Design of prestressed concrete bridge with clear central span of 500 ft; notable feature of bridge is cantilever method used for construction of main river spans; foundations to 2 main river piers are reinforced concrete spread footings, 31 ft wide and 106 ft long, founded at depth of 45-50 ft below mean water level; main river piers consist of reinforced concrete shafts varying in thickness from 10 ft at bottom to 6 ft at top.
Prestressed concrete bridge over river Medway in England
Design of prestressed concrete bridge with clear central span of 500 ft; notable feature of bridge is cantilever method used for construction of main river spans; foundations to 2 main river piers are reinforced concrete spread footings, 31 ft wide and 106 ft long, founded at depth of 45-50 ft below mean water level; main river piers consist of reinforced concrete shafts varying in thickness from 10 ft at bottom to 6 ft at top.
Prestressed concrete bridge over river Medway in England
Indian Concrete J
1962
7 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Prestressed concrete bridge over Medway River (England)
Engineering Index Backfile | 1964
|The snodland bridge over the river medway
Engineering Index Backfile | 1896
Engineering Index Backfile | 1962
Engineering Index Backfile | 1962
Prestressed-concrete bridge over river Tame
Engineering Index Backfile | 1950