Application of shakedown theory in characterizing traditional and recycled pavement base materials

Journal of Transportation Engineering

Volumn 136, Issue 3, 2010, Pages 214-222

  Tao, Mingjiang ^a   Mohammad, Louay N ^b   Nazzal, Munir D ^c   Zhang, Zhongjie ^d   Wu, Zhong ^d  

^a Worcester Polytechnic Institute   (United States)

^b LOUISIANA STATE UNIVERSITY   (United States)

^c Ohio University   (United States)

^d LOUISIANA TRANSPORTATION RESEARCH CENTER   (United States)

Author keywords

Dissipated energy; Pavement base courses; Permanent deformation; Recycled materials; Repeated load triaxial tests; Resilient modulus; Shakedown theory

Indexed keywords

DISSIPATED ENERGY; PAVEMENT BASE; PERMANENT DEFORMATIONS; RECYCLED MATERIALS; REPEATED LOAD TRIAXIAL TESTS; RESILIENT MODULUS; SHAKEDOWN THEORY;

ASPHALT PAVEMENTS; DEFORMATION; RECYCLING; ROADS AND STREETS; STRAIN RATE; TESTING;

MATERIALS;

BASE COURSE; DEFORMATION MECHANISM; DESIGN METHOD; ENERGY DISSIPATION; LOADING TEST; PAVEMENT; ROAD CONSTRUCTION; TRIAXIAL TEST;

EID: 77950803613     PISSN: 0733947X     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-947X(2010)136:3(214)     Document Type: Article

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