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comparison of alternative asphalt concrete rut characterization

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BERTHELOT, CROCKFORD & LYTTON 3123. Schapery R. "A Theory <strong>of</strong> Crack Growth in Viscoelastic Media" Office <strong>of</strong> Naval Research TechnicalReport No. 2. Mechanics and Materials Research Center, Texas A&M University, College Station(1973).24. Park S Schapery R. "A Viscoelastic Constitutive Model for Particulate Composites with GrowingDamage" Int. J. Solids Structures 931-947 (1996).25. American Association <strong>of</strong> State Highways and Transportation Officials. "AASHTO ProvisionalStandards" Washington, DC (1995).26. Witzak M, Fonseca O. "A Revised Predictive Model for the Dynamic (Complex) Modulus <strong>of</strong>Asphaltic Mixtures" Presented at the Annual Meeting <strong>of</strong> the Transportation Research Board,Washington, DC (1996).27. Texas Department <strong>of</strong> Transportation. "Manual <strong>of</strong> Testing Procedures", Austin, Texas (1995).28. Berthelot C, Crockford W, White S, Sparks G. "Mechanistic Quality Control/Quality AssuranceEvaluation <strong>of</strong> Saskatchewan SPS-9A Asphalt Mixes" Proceedings, Canadian Technical AsphaltAssociation, Ottawa, 201-227 (1997).

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