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Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures / [Y. Richard Kim and others].

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Format:
Book
Government document
Contributor:
Kim, Y. Richard
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
Language:
English
Subjects (All):
Asphalt concrete--Mechanical properties--Mathematical models.
Asphalt concrete.
Asphalt concrete--Cracking--Mathematical models.
Viscoelasticity--Mathematical models.
Viscoelasticity.
Physical Description:
1 online resource (xix, 244 pages) : illustrations (chiefly color), color charts
Place of Publication:
McLean, VA : Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center, [2009]
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."
Includes bibliographical references (pages 241-244).
"HRDI-12/09-09(350)E"--Page 4 of cover.
Electronic reproduction. [Place of publication not identified] : HathiTrust Digital Library, 2011.
Other Format:
Print version: Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures
OCLC:
712141802
Access Restriction:
Use copy Restrictions unspecified

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