Special Papers on the Pumping Action of Concrete Pavements PDF Download
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Author:
Publisher:
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Category :
Languages : en
Pages : 48
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 48
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Book Description
Author: National Research Council (U.S.). Highway Research Board. Committee on Maintenance of Joints in Concrete Pavements as Related to the Pumping Action of the Slabs
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 88
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Book Description
Author: National Research Council (U.S.). Highway Research Board. Committee on Maintenance of Joints in Concrete Pavements as Related to the Pumping Action of the Slabs
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 67
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Book Description
Author: National Research Council, Highway Research Board, Committee on Load Carrying Capacity of Roads as Affected by Frost Action Staff
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ISBN: 9780598346049
Category :
Languages : en
Pages : 96
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Book Description
Author: National Research Council (U.S.). Highway Research Board
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ISBN:
Category : Highway engineering
Languages : en
Pages : 218
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Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Highway engineering
Languages : en
Pages : 1004
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Author: National Research Council (U.S.). Highway Research Board
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ISBN:
Category : Airports
Languages : en
Pages : 160
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Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Highway research
Languages : en
Pages : 126
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Author:
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ISBN:
Category : Roads
Languages : en
Pages : 612
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Author: National Research Council (U.S.). Highway Research Board
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 206
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Book Description
Tests were conducted on a 1.1-mi. section of portland- cement-concrete pavement near La Plata, Maryland, to determine the relative effects of four different axle loads on a concrete pavement. The loads employed were 18,000 lb. and 22,400 lb. on single axles, and 32,000 lb. and 44,800 lb. on tandem axles. There were four separate test sections with trucks selected for each section to obtain the highest practicable rate of acceleration between 10 and 40 mph. on the existing road profile. Controlled-traffic tests were conducted from June through December 1950, soil and strain tests made in 1951. The analyses of these data, which included 6,000 soil tests and 12,000 strain and deflection readings, were completed in April 1952.
