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Expansion joint practice in highway construction
Explanation of satisfactory behavior of concrete roads with little or no provision for expansion; using data from Minnesota experimental project where expansion joints were 5260 ft apart, compressive stress that developed due to 83 F rise in temperature of concrete is only 628 psi; it is concluded that in pavements with properly spaced contraction joints, expansion joints may be eliminated. (See also - discussion n 10 Dec p 1673)
Expansion joint practice in highway construction
Explanation of satisfactory behavior of concrete roads with little or no provision for expansion; using data from Minnesota experimental project where expansion joints were 5260 ft apart, compressive stress that developed due to 83 F rise in temperature of concrete is only 628 psi; it is concluded that in pavements with properly spaced contraction joints, expansion joints may be eliminated. (See also - discussion n 10 Dec p 1673)
Expansion joint practice in highway construction
Am Soc Civ Engrs -- Proc
Anderson, A.A. (author)
1948
10 pages
Article (Journal)
English
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