基于行车安全的沥青路面车辙研究
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摘要
车辙是沥青混凝土路面的常见病害,实际路用性能显示,即使路面结构和材料完全按照现行沥青路面设计规范要求进行设计,长大纵坡上坡路段的车辙病害仍然十分严重。
本文首先对国内典型的长大纵坡沥青路面进行调研,收集了辙病害等资料,初步分析长大纵坡路面车辙病害频发原因。通过沥青混合料的变形机理研究与有限元计算,分析了重载、温度、水平力、纵坡度对沥青路面结构最大剪应力的影响。通过行车安全性分析以及路面车辙评价指标研究,提出了长大纵坡路段基于行车安全的车辙控制指标。
其次,通过现今沥青路面车辙试验方法及车辙试验仪存在的不足之处的分析,对标准车辙仪进行了改进,使车辙仪的试件厚度可调,使轮碾速度可调,使轮碾荷载可调,使试验温度梯度可调。并为更准确地模拟长大纵坡路段沥青路面车辙实际状况,对试验方法和试验条件进行了改进。通过不同行驶速度下动稳定度变化规律的探讨,提出了低速车辙控制标准；通过中温大纵坡车辙变形规律的研究,提出了中温大纵坡车辙应注意的问题；通过全厚式沥青路面车辙试验,分析实体工程大纵坡路段沥青路面结构强度不足的问题,并提出了优化方案。在总结前述结论的基础上,提出了长大纵坡路段沥青路面材料和结构“双控”的设计方法和抗车辙结构组合原则。
最后,依据本文提出的沥青路面材料和结构“双控”的设计方法和抗车辙结构组合原则,对京张高速和雅泸高速公路的抗车辙路面结构进行了优化设计。
Asphalt Concrete Pavement rutting is a common distress, the actual road performance shows that even if the road structure and materials is in full accordance with the asphalt pavement design requirements, The rutting of large longitudinal slopes section of the track is still very serious.
Firstly, the date of the growth of the rutting was collected for large longitudinal uphills domestic asphalt pavement, the cause of the rutting in large longitudinal uphills asphalt pavement was analyzed preliminarily. By the deformation mechanism of asphalt concrete and finite element calculation, the asphalt pavement maximum shear stress of the overload, temperature, horizontal force, vertical gradient was analyzed. By the analysis of traffic safety and evaluating index of rutting, the control index of rutting of large longitudinal sections of uphill highway was proposed based on the traffic safety.
Secondly, by the analysis of the inadequacies of current asphalt pavement rutting test methods and the rutting tester, the standard track instrument was modified so that the thickness of the rutting specimen is adjustable, the grinding wheel speed is adjustable, the grinding wheel load is adjustable, and the temperature gradient is adjustable. For simulate accurately the rutting condition of actual large longitudinal uphill highway asphalt pavement, the test methods and test conditions were improved. The low-speed rutting control standards was proposed through the changing disciplinary of dynamic stability at different driving speeds; What should be paid attention to was proposed through the deformation disciplinary of middle temperature rut research; through the full depth asphalt pavement rutting test, analyzed the problem of inadequate strength of the asphalt pavement in engineering works, and an optimized structure was put forward. Based on the above conclusions summarized, proposed the large longitudinal slope asphalt pavement materials and structures "dual control" design method and the principle of rutting resistance structural combinations.
Finally, according to the proposed asphalt pavement materials and structures "dual control" design method and the principle of resistance to rutting structure combination, optimized the pavement structure combination of JingZhang highway and Yalu highway.
本文首先对国内典型的长大纵坡沥青路面进行调研,收集了辙病害等资料,初步分析长大纵坡路面车辙病害频发原因。通过沥青混合料的变形机理研究与有限元计算,分析了重载、温度、水平力、纵坡度对沥青路面结构最大剪应力的影响。通过行车安全性分析以及路面车辙评价指标研究,提出了长大纵坡路段基于行车安全的车辙控制指标。
其次,通过现今沥青路面车辙试验方法及车辙试验仪存在的不足之处的分析,对标准车辙仪进行了改进,使车辙仪的试件厚度可调,使轮碾速度可调,使轮碾荷载可调,使试验温度梯度可调。并为更准确地模拟长大纵坡路段沥青路面车辙实际状况,对试验方法和试验条件进行了改进。通过不同行驶速度下动稳定度变化规律的探讨,提出了低速车辙控制标准；通过中温大纵坡车辙变形规律的研究,提出了中温大纵坡车辙应注意的问题；通过全厚式沥青路面车辙试验,分析实体工程大纵坡路段沥青路面结构强度不足的问题,并提出了优化方案。在总结前述结论的基础上,提出了长大纵坡路段沥青路面材料和结构“双控”的设计方法和抗车辙结构组合原则。
最后,依据本文提出的沥青路面材料和结构“双控”的设计方法和抗车辙结构组合原则,对京张高速和雅泸高速公路的抗车辙路面结构进行了优化设计。
Asphalt Concrete Pavement rutting is a common distress, the actual road performance shows that even if the road structure and materials is in full accordance with the asphalt pavement design requirements, The rutting of large longitudinal slopes section of the track is still very serious.
Firstly, the date of the growth of the rutting was collected for large longitudinal uphills domestic asphalt pavement, the cause of the rutting in large longitudinal uphills asphalt pavement was analyzed preliminarily. By the deformation mechanism of asphalt concrete and finite element calculation, the asphalt pavement maximum shear stress of the overload, temperature, horizontal force, vertical gradient was analyzed. By the analysis of traffic safety and evaluating index of rutting, the control index of rutting of large longitudinal sections of uphill highway was proposed based on the traffic safety.
Secondly, by the analysis of the inadequacies of current asphalt pavement rutting test methods and the rutting tester, the standard track instrument was modified so that the thickness of the rutting specimen is adjustable, the grinding wheel speed is adjustable, the grinding wheel load is adjustable, and the temperature gradient is adjustable. For simulate accurately the rutting condition of actual large longitudinal uphill highway asphalt pavement, the test methods and test conditions were improved. The low-speed rutting control standards was proposed through the changing disciplinary of dynamic stability at different driving speeds; What should be paid attention to was proposed through the deformation disciplinary of middle temperature rut research; through the full depth asphalt pavement rutting test, analyzed the problem of inadequate strength of the asphalt pavement in engineering works, and an optimized structure was put forward. Based on the above conclusions summarized, proposed the large longitudinal slope asphalt pavement materials and structures "dual control" design method and the principle of rutting resistance structural combinations.
Finally, according to the proposed asphalt pavement materials and structures "dual control" design method and the principle of resistance to rutting structure combination, optimized the pavement structure combination of JingZhang highway and Yalu highway.
引文
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