Application of a viscoelastoplastic continuum damage tensile model to asphalt mixes in sweden

Road Materials and Pavement Design

Volumn 5, Issue , 2004, Pages 133-161

  Nilsson, B Richard ^a   Chehab, Ghassan R ^b   Kim, Y Richard ^c  

^a Skanska   (Sweden)

^b Indiana Department of Transportation   (United States)

^c North Carolina State University   (United States)

Author keywords

Asphalt; Tension; Time temperature superposition; Uniaxial; Viscoelastic; Viscoelastoplastic; Viscoplastic

Indexed keywords

EID: 85009580627     PISSN: 14680629     EISSN: 21647402     Source Type: Journal    
DOI: 10.1080/14680629.2004.9689991     Document Type: Article

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