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Viscoelastic response of aged asphalt cements
Viscoelastic response of asphalt cements at 32 F was investigated; cylindrical asphalt specimens were subjected to creep test and strain-time data were obtained; using curve-fitting techniques, viscoelastic parameters characterizing aged and unaged asphalts at selected temperature were calculated; dynamic response of asphalts was obtained by transforming strain-time data into frequency domains; analysis indicates that aging results in development of initial elastic deformation mechanism and increase in coefficient of viscous traction.
Viscoelastic response of aged asphalt cements
Viscoelastic response of asphalt cements at 32 F was investigated; cylindrical asphalt specimens were subjected to creep test and strain-time data were obtained; using curve-fitting techniques, viscoelastic parameters characterizing aged and unaged asphalts at selected temperature were calculated; dynamic response of asphalts was obtained by transforming strain-time data into frequency domains; analysis indicates that aging results in development of initial elastic deformation mechanism and increase in coefficient of viscous traction.
Viscoelastic response of aged asphalt cements
Nat Research Council -- Highway Research Board -- Research Rec
Schweyer, H.E. (author) / Majidzadeh, K. (author)
1968
12 pages
Article (Journal)
English
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