Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures /

Bibliographic Details
Corporate Authors:	United States. Federal Highway Administration. Office of Research and Technology Services, Turner-Fairbank Highway Research Center, North Carolina State University. Department of Civil, Construction, and Environmental Engineering
Other Authors:	Kim, Y. Richard
Format:	Government Document eBook
Language:	English
Published:	McLean, VA : Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, [2009]
Subjects:	Asphalt concrete > Mechanical properties > Mathematical models. Asphalt concrete > Cracking > Mathematical models. Viscoelasticity > Mathematical models.
Online Access:	https://purl.fdlp.gov/GPO/gpo6072

Available Online