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- W127921752 abstract "The Commonwealth of Pennsylvania is responsible for 44,000 mi of roads, the majority of which have pavements with limited structural capacity. The state has the authority to restrict axle loads on its roads if it is believed that those axle loads would result in excessive damage to the pavement structure. Consequently, a procedure for establishing axle load restrictions is necessary. As part of the development of a framework for load limit analysis, an evaluation was made of the sensitivity of pavement response and predicted performance to variations in loads, layer moduli, and layer thicknesses. To evaluate the effect of axle loads under a variety of conditions, a theoretical elastic layer analysis was conducted that considered various load magnitudes and configurations for different pavement thicknesses and material properties. It was found that axle configuration (single-, tandem-, and triple-axle assemblies) did not significantly affect theoretical pavement response, provided that the load per tire remained the same. In addition, a comparison of predictions from various performance models indicated that the sensitivity of predicted performance to the design variables considered can vary depending on the performance model and failure criteria used. Equivalence factors calculated for a broad range of pavement structures were also examined. It was found that AASHTO equivalence factors do not vary significantly with different pavement structures. Consequently, the use of these equivalence factors for evaluating the effects of alternative load limit policies is not advisable." @default.
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- W127921752 date "1987-01-01" @default.
- W127921752 modified "2023-09-27" @default.
- W127921752 title "ANALYSIS OF AXLE LOADS AND AXLE TYPES FOR THE EVALUATION OF LOAD LIMITS ON FLEXIBLE PAVEMENTS" @default.
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