Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures
By: [Y. Richard Kim ... et al.].
Contributors: 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
Publisher: Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center
Published: 2009
Place of publication: McLean, VA
Language: eng
Format: [electronic resource] /
Number of pages: 244
Subjects: Asphalt concrete; Mechanical properties; Mathematical models; Cracking; Viscoelasticity
Notes: Title from title screen (viewed on Apr. 12, 2011).

"Performing organization, North Carolina State University, Dept. of Civil, Construction, and Environmental Engineering."

"September 2009."

"HRDI-12/09-09(350)E"--P. [4] of cover.

Includes bibliographical references (p. 241-244).

Federal Highway Administration, Office of Research and Technology Services DTFH61-05-H-00019.