Abstract

Dust, sediment, and stone chips often block the rainwater-infiltration paths of permeable pavements, which, in conjunction with vehicle load, reduces drainage capacity. To restore this capacity, a reasonable maintenance time and suitable maintenance measures must be determined. Therefore, we investigated the void attenuation and decline in drainage capacity of permeable asphalt pavements under the combined action of dust blockage and vehicle load. First, the water seepage coefficient decay and the decay rate under blocking and compaction were determined via clogging and compaction experiments. Second, experimental data were incorporated into an entropy–analytic hierarchy process analysis model, with the gross domestic product ratio, wind scale, and maximum five-year rainfall for the area. Finally, three test roads were studied as the weight to rank the maintenance urgency and predict the maintenance timing for each road under different rainfall conditions. The results demonstrate that the drainage capacity of permeable pavements obeys the parabolic exponential attenuation law. From the findings regarding road water storage capacity, the latest pavement maintenance time at different rainfall levels were obtained. This predicted maintenance time enables better decisions than regular time on code, which is the effect of drainage caused by multiple factors.

Highlights

  • Permeable asphalt pavements are usually provided with large gaps, which permit rainwater to flow inside the pavement and be drained through a side ditch; this improves driving safety in the rain [1,2,3]

  • We proposed an advanced method to evaluate maintenance opportunities for permeable asphalt pavements based on an entropy–analytic hierarchy process (AHP) analysis

  • (1) A combination of the entropy method and AHP, and that of subjective and objective assessments, were used for the weighting and selection of maintenance schemes; this addressed the problem of sequence selection for road maintenance

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Summary

Introduction

Permeable asphalt pavements are usually provided with large gaps, which permit rainwater to flow inside the pavement and be drained through a side ditch; this improves driving safety in the rain [1,2,3]. Permeable asphalt pavements provide effective drainage and service and usually have an open-graded friction course (OGFC) [6]. Alvarez et al [9] proved that it is technically feasible to analyze the contact behavior between the aggregates according to the grading curve during the design of OGFC mix proportion. Mo et al [10] reported that a small increase in asphalt content can significantly improve the service life of permeable asphalt pavements.

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