LEADER 02111nam  2200445 a 450 
001 9910697138003321
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035   $a(CKB)5470000002385533
035   $a(OCoLC)712141802
035   $a(EXLCZ)995470000002385533
100   $a20110412d2009      ua             0
101 0 $aeng
135   $aurcn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 00$aDevelopment of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures$b[electronic resource] /$f[Y. Richard Kim ... and others]
210  1$aMcLean, VA :$cFederal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center,$d[2009]
215   $a1 online resource (xix, 244 pages) $cillustrations (chiefly color), color charts
300   $aTitle from title screen (viewed on Apr. 12, 2011).
300   $a"Performing organization, North Carolina State University, Dept. of Civil, Construction, and Environmental Engineering."
300   $a"September 2009."
300   $a"HRDI-12/09-09(350)E"--P. [4] of cover.
320   $aIncludes bibliographical references (pages 241-244).
606   $aAsphalt concrete$xMechanical properties$xMathematical models
606   $aAsphalt concrete$xCracking$xMathematical models
606   $aViscoelasticity$xMathematical models
615  0$aAsphalt concrete$xMechanical properties$xMathematical models.
615  0$aAsphalt concrete$xCracking$xMathematical models.
615  0$aViscoelasticity$xMathematical models.
701   $aKim$b Y. Richard$01402545
712 02$aUnited States.$bFederal Highway Administration.$bOffice of Research and Technology Services.
712 02$aTurner-Fairbank Highway Research Center.
712 02$aNorth Carolina State University.$bDepartment of Civil, Construction, and Environmental Engineering.
801  0$bGPO
801  1$bGPO
906   $aBOOK
912   $a9910697138003321
996   $aDevelopment of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures$93473314
997   $aUNINA