Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures

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088 ⊔ ⊔ ‡aHRDI-12/09-09(350)E
090 ⊔ ⊔ ‡aTE275 ‡b.D48 2009
035 ⊔ ⊔ ‡a(OCoLC)743427944
245 0 0 ‡aDevelopment of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures / ‡c[Y. Richard Kim ... et al.].
260 ⊔ ⊔ ‡aMcLean, Va. : ‡bFederal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center ; ‡a[Springfield, VA : ‡bAvailable through the National Technical Information Service, ‡c2009].
300 ⊔ ⊔ ‡axix, 244 p. : ‡bcol. ill., col. charts ; ‡c28 cm.
500 ⊔ ⊔ ‡a"HRDI-12/09-09(350)E"--P. [4] of cover.
500 ⊔ ⊔ ‡a"September 2009."
500 ⊔ ⊔ ‡aCover title.
504 ⊔ ⊔ ‡aIncludes bibliographical references (p. 241-244).
530 ⊔ ⊔ ‡aAlso available online.
536 ⊔ ⊔ ‡aPerformed by North Carolina State University, Dept. of Civil, Construction, and Environmental Engineering for FHWA Office of Research and Technology Services under contract no. ‡bDTFH61-05-H-00019.
538 ⊔ ⊔ ‡aMode of access: Internet.
650 ⊔ 0 ‡aViscoelasticity ‡xMathematical models.
650 ⊔ 0 ‡aAsphalt concrete ‡xCracking ‡xMathematical models.
650 ⊔ 0 ‡aAsphalt concrete ‡xMechanical properties ‡xMathematical models.
700 1 ⊔ ‡aKim, Y. Richard.
710 2 ⊔ ‡aNorth Carolina State University. ‡bDepartment of Civil, Construction, and Environmental Engineering.
710 2 ⊔ ‡aTurner-Fairbank Highway Research Center.
710 1 ⊔ ‡aUnited States. ‡bFederal Highway Administration. ‡bOffice of Research and Technology Services.
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