Practical application of viscoelastic continuum damage theory to asphalt binder fatigue characterization

Asphalt Paving Technology: Association of Asphalt Paving Technologists-Proceedings of the Technical Sessions

Volumn 78, Issue , 2009, Pages 597-631

  Johnson, Carl M ^a   Wen, Haifang ^b   Bahia, Hussain U ^a  

^a UNIVERSITY OF WISCONSIN MADISON   (United States)

^b WASHINGTON STATE UNIVERSITY   (United States)

Author keywords

Accelerated testing; Asphalt; Binder testing; Fatigue

Indexed keywords

ACCELERATED LOADING FACILITY; ACCELERATED TESTING; ASPHALT BINDERS; ASPHALT MIXTURE; BINDER PHASE; CONTINUUM DAMAGE; DYNAMIC SHEAR RHEOMETER; FATIGUE CHARACTERISTICS; FATIGUE PERFORMANCE; FATIGUE RESISTANCE; FULL SCALE; FUNDAMENTAL ANALYSIS; INTERMEDIATE TEMPERATURES; MAXIMUM STRESS; MODIFIED BINDERS; NONLINEAR BEHAVIOR; PAVEMENT CONDITION; SHEAR TESTING; SHORT PERIODS; TEST METHOD; TEST RESULTS; TESTING PROCEDURE; TIME REQUIREMENTS;

ASPHALT; ASPHALT PAVEMENTS; CONTINUUM DAMAGE MECHANICS; FATIGUE DAMAGE; FATIGUE TESTING; ROADS AND STREETS; STRAIN RATE; STRESS-STRAIN CURVES;

BINDERS;

EID: 77951098156     PISSN: 02702932     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

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