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Laboratory evaluation of flexible pavement structures containing geocomposite drainage layers using light weight deflectometer

机译:使用轻型挠度计的实验室评估包含土工排水层的柔性路面结构

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The behaviour of flexible pavement structures in wet environments is significantly influenced by the infiltration of excess water. The use of geocomposite drainage layers is an alternative to promote rapid removal of any infiltration of excess water. Using four small-scale flexible pavement test sections, this laboratory study focused on measuring the effectiveness of the different configurations of geocomposite drainage layers in terms of reduction in water content and improvement of mechanical properties during a drainage period. The experiment allowed measuring the significant effects of each drainage configuration on pavement structural strength in the short-term and long-term drainage behaviour of each experimental pavement structure. The shallow drainage blanket, as well as the vertical drain, showed a more pronounced effect in the top layer of the structures, while the deep drainage blanket showed a limited effect. From the results obtained, a drainage configuration combining a shallow drainage blanket with a vertical drain may be optimal. (C) 2015 Elsevier Ltd. All rights reserved.
机译:湿润环境中柔性路面结构的性能受过量水的渗透影响很大。土工复合排水层的使用是促进快速去除多余水分渗入的替代方法。该实验室研究使用四个小规模的柔性路面试验段,着眼于在排水期间减少含水量和改善机械性能方面,测量土工复合排水层不同构造的有效性。该实验允许在每种实验性路面结构的短期和长期排水行为中测量每种排水结构对路面结构强度的显着影响。浅排水层和垂直排水层在结构的顶层显示出更明显的效果,而深排水层显示出有限的效果。根据获得的结果,将浅排水层与垂直排水相结合的排水结构可能是最佳的。 (C)2015 Elsevier Ltd.保留所有权利。

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