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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 Instn Civ Engrs -- Proc v 4 pt 2 n 3 Oct 1955 p 491-511 (discussion) 512-38, 4 plates)
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 Instn Civ Engrs -- Proc v 4 pt 2 n 3 Oct 1955 p 491-511 (discussion) 512-38, 4 plates)
Prestressed concrete roads
Roads Road Construction
Stott, J.P. (author)
1955
3 pages
Article (Journal)
English
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