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- W582807498 abstract "In 'stage funding', full funding is not available for a road pavement initially, so that lower thicknesses are provided in the first stage and additional thickness is added in the second stage before serious damage starts to appear. This paper describes an analytical method for designing flexible pavements where stage construction is planned. In the analytical method, a mathematical model is used which idealises the pavement as an elastic structure behaving elastically under fast moving vehicles. The pavement is assumed to consist of a bituminous layer, base, sub-base, and subgrade. Each layer is characterised by its elastic modulus, Poisson's Ratio, and thickness. Flexural fatigue cracking and rutting of the bituminous layer are the major considerations in the analytical method. Based on these design criteria, design charts for flexible pavements can be developed for different combinations of the bituminous and granular layers. The following pavement conditions may arise after the end of stage 1: (1) complete cracking of the pavement, due to much higher traffic than estimated; (2) pavement deterioration as specified in the design; and (3) little damage to the pavement, due to lower traffic than expected. Design charts are shown for the first two cases, and there is also a detailed discussion of the third case." @default.
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- W582807498 title "ANALYTICAL DESIGN OF FLEXIBLE PAVEMENT FOR PLANNED STAGE CONSTRUCTION" @default.
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