02111nam 2200445 a 450 991069713800332120230902162238.0(CKB)5470000002385533(OCoLC)712141802(EXLCZ)99547000000238553320110412d2009 ua 0engurcn|||||||||txtrdacontentcrdamediacrrdacarrierDevelopment of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures[electronic resource] /[Y. Richard Kim ... and others]McLean, VA :Federal Highway Administration, Research, Development and Technology, Turner-Fairbank Highway Research Center,[2009]1 online resource (xix, 244 pages) illustrations (chiefly color), color chartsTitle 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 (pages 241-244).Asphalt concreteMechanical propertiesMathematical modelsAsphalt concreteCrackingMathematical modelsViscoelasticityMathematical modelsAsphalt concreteMechanical propertiesMathematical models.Asphalt concreteCrackingMathematical models.ViscoelasticityMathematical models.Kim Y. Richard1402545United 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.GPOGPOBOOK9910697138003321Development of a multiaxial viscoelastoplastic continuum damage model for asphalt mixtures3473314UNINA