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Viscoelastic response of sand-asphalt beams on elastic foundations under repeated loading
Viscoelastic beams were made of sand asphalt mixture consisting of Ottawa sand and potter's flint as aggregate and 60-70 penetration asphalt cement as binder; effect of asphalt content of beams, frequency of load application, end restraint, and stiffness of supporting foundation on response of beams were studied; all tests were conducted at constant temperature of 80 F; study showed that beams made of such mixtures show viscoelastic response under each cycle of loading and over large number of load repetitions; end conditions used for beams, whether fixed or free, greatly influence magnitude of deflection and nature of deflection per cycle of loading.
Viscoelastic response of sand-asphalt beams on elastic foundations under repeated loading
Viscoelastic beams were made of sand asphalt mixture consisting of Ottawa sand and potter's flint as aggregate and 60-70 penetration asphalt cement as binder; effect of asphalt content of beams, frequency of load application, end restraint, and stiffness of supporting foundation on response of beams were studied; all tests were conducted at constant temperature of 80 F; study showed that beams made of such mixtures show viscoelastic response under each cycle of loading and over large number of load repetitions; end conditions used for beams, whether fixed or free, greatly influence magnitude of deflection and nature of deflection per cycle of loading.
Viscoelastic response of sand-asphalt beams on elastic foundations under repeated loading
Assn Asphalt Paving Technologists -- Proc
Moavenzadeh, F. (author) / Carnaghi, R.A. (author)
1966
15 pages
Article (Journal)
English
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