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Investigations on development of early distresses on bituminous pavement in India and remedies

机译:对印度沥青路面早期痛苦发展的调查

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In the present study, reasons for early distresses noticed on the bituminous pavement of a four-lane dividedhighway between the Pardi and Agrasen sections of National Highway 6 from km 498.000 to km 544.000, in India,were investigated. The total length of the road project is 46 km. A detailed pavement condition mapping was carriedout, and various distresses were noticed on the surface. To assess the reasons for the distresses, combined cores ofthe bitumen surface course and the base course were taken from 57 locations, 29 on the left-hand side and 28 onthe right-hand side of the carriageway, and mix properties were evaluated in the laboratory. The investigationon the mixes revealed that bituminous cores collected from both the surface course and binder course have noresemblance to the job mix formula. Non-homogeneity of layer thicknesses, variation in mix properties, variation inaggregate gradation and high filler–binder ratios were observed. Aside from the laboratory investigation, thephysical condition of bitumen cores was studied and the conditions of the pavement layers were assessed based onthe deflection basin parameters. This paper presents a systematic procedure adopted for identifying the causes ofearly distresses, and appropriate treatments are suggested for rectification.
机译:在目前的研究中,早期痛苦的原因注意到了四车道分开的沥青路面上狂热的Pardi和Agrasen of National Highway 6距离KM 498.000至Km 544.000,在印度,被调查了。道路项目的总长度为46公里。携带详细的路面条件映射出现,表面上注意到各种痛苦。评估措施的原因,组合核心沥青表面课程和基础课程取自57个地点,左侧29个,28件在实验室中评估了行车道的右侧和混合性质。调查在混合物上揭示了从表面课程和粘合剂课程收集的沥青核心没有与作业混合公式相似。层厚度的非均匀性,混合性质的变化,变化观察到聚集级和高填料 - 粘合剂比。除了实验室调查,研究了沥青核心的身体状况,基于以下评估路面层的条件偏转盆地参数。本文提出了一种用于识别原因的系统程序提出了早期的痛苦和适当的治疗来进行整改。

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