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Fatigue damage properties of asphaltic concrete pavements Kuo-Hung Tseng ; Lytton, Robert L

By: Kuo-Hung TsengContributor(s): Lytton, Robert LPublication details: Transportation Research Record, 1990Description: nr 1286, s. 150-63Subject(s): USA | Flexible pavement | Durability | Forecast | Mathematical model | Cracking | Regression analysis | Beam | | Test | Behaviour | | In situ | Correction | Modulus of elasticity | Bituminous mixture | Brittleness | Ductility | Thickness | Aggregate | Particle size distribution | Binder content | Viscosity | Penetration | Temperature | Load | Tyre | Axle load | Equivalent | One | Two | Three | 32Bibl.nr: VTI P8167:1286Location:
Item type: Reports, conferences, monographs
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