A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Theoretical asphaltic concrete equivalences
Equivalences were calculated on continuous hourly or fourth-hourly basis for 245-day period; equivalence was defined as that thickness of base necessary to replace 1 in. of surfacing for equal deflection; deflections were calculated using layer elastic theory and results of static and dynamic laboratory tests of pavement materials in frequency domain; materials investigated were two asphaltic concrete surfacings and three asphaltic concrete bases; effect of testing specimens with height to diameter ratios of less than two was investigated. (47936)
Theoretical asphaltic concrete equivalences
Equivalences were calculated on continuous hourly or fourth-hourly basis for 245-day period; equivalence was defined as that thickness of base necessary to replace 1 in. of surfacing for equal deflection; deflections were calculated using layer elastic theory and results of static and dynamic laboratory tests of pavement materials in frequency domain; materials investigated were two asphaltic concrete surfacings and three asphaltic concrete bases; effect of testing specimens with height to diameter ratios of less than two was investigated. (47936)
Theoretical asphaltic concrete equivalences
Highw Res Rec
Coffman, B.S. (author) / Ilves, G. (author) / Edwards, W. (author)
1968
25 pages
Article (Journal)
English
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