A platform for research: civil engineering, architecture and urbanism
Review of present situation in Great Britain; advantages and disadvantages of prestressing; formation, development and significance of cracks; distinction between continuous and individual slab type; distribution of stress imposed by prestress, traffic, and temperature; slab lengths greater than 400 ft should not be used. (see also - discussion p 512-38; abstract in Roads and Road Construction v 33 n 388 Apr 1955 p 114-6)
Review of present situation in Great Britain; advantages and disadvantages of prestressing; formation, development and significance of cracks; distinction between continuous and individual slab type; distribution of stress imposed by prestress, traffic, and temperature; slab lengths greater than 400 ft should not be used. (see also - discussion p 512-38; abstract in Roads and Road Construction v 33 n 388 Apr 1955 p 114-6)
Prestressed concrete roads
Instn Civ Engrs -- Proc
Stott, J.P. (author)
1955
21 pages
4 Plates
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
TIBKAT | 1953
|Engineering Index Backfile | 1955
|Prestressed concrete elevated roads in Britain
Engineering Index Backfile | 1968
|Concrete roads with prestressed concrete bars for reinforcement
Engineering Index Backfile | 1964
|Prestressed concrete roads studies and future development
Engineering Index Backfile | 1960
|