Time-dependent permanent deformation models for asphaltic mixtures

Transportation Research Record

Volumn , Issue 1639, 1998, Pages 83-93

  Qi, Xicheng ^a   Witczak, Matthew W ^b  

^a TURNER FAIRBANK HIGHWAY RESEARCH CENTER   (United States)

^b UNIVERSITY OF MARYLAND   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTATIONAL METHODS; CREEP TESTING; CYCLIC LOADS; DEFORMATION; MATHEMATICAL MODELS; PARAMETER ESTIMATION; STRESS ANALYSIS; THERMAL EFFECTS;

ASPHALTIC MIXTURES; TIME-DEPENDENT PAVEMENT DEFORMATION MODELS;

ASPHALT PAVEMENTS;

EID: 0032207007     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1639-09     Document Type: Article

References (4)

1. Standard Method of Test for Short and Long Term Aging of Bituminous Mixes, Designation M-007. Strategic Highway Research Program, TRB National Research Council, Washington, D.C.
2. Hafez I, and M. Witczack. Comparison of Marshall and Superpave Level I Mix Design for Asphalt Mixes. In Transportation Research Record 1492, TRB, National Research Coucil, Washington, D.C. 1995, pp. 161-175.
3. Lytton, R. et al. Development and Validation of Performance Prediction Models and Specifications for Asphalt Binders and Paving Mixes. Report SHRP-A-357. Strategic Highway Research Program, TRB, National Research Council, Washington, D.C., 1993.
4. Kenis, W. J. Predictive Design Procedure, VESYS Users Manual. Report FHWA-RD-77-154. FHWA, U.S. Department of Transportation, 1978.