• The results show that the thickness of pavement layers is a major factor in affecting vertical dynamic stress distribution.

    结果表明,路面结构层的厚度是影响竖向应力分布的主要因素。

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  • Aiming at the phenomenon of cutting slippage between the layers of the asphalt pavement, a machine is designed to test the shear-strength between pavement layers.

    针对沥青路面层间推移问题,设计开发了路面材料剪切仪用于层间抗剪强度测试。

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  • More important thing is that the method can back calculate both modulus and thickness of flexible pavement structure layers simultaneously.

    既可反算路面结构层的模量,又能反算其厚度。 通过与实际值比较,其计算精度完全满足工程实际的要求。

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  • According to the characteristics of layers in asphalt pavement structure, we put forward the research idea of inter-layers in asphalt pavement structure.

    就沥青路面结构层状结构的特点,提出沥青路面结构界面(层)研究的思路。

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  • The thickness detection of pavement structural layers is an important job for road quality control, the traditional core sampling method can't satisfy the demand of accuracy detect.

    路面结构层厚度检测是道路质量控制的重要工作,传统的钻心取样法已远远不能满足精确检测的要求。

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  • This research focus on the mechanical behaviors of asphalt overlay upon concrete pavement, especially the influencing factors on the shearing stress between layers and the shearing strength.

    本文以水泥砼路面沥青罩面层为研究对象,重在浅析浅析与罩面层层间剪应力和抗剪强度有关的因素。

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  • The quality control of asphalt concrete pavement of high grade highway involves layers of cushion, base and surface.

    高等级公路沥青混凝土路面施工质量控制包括垫层、基层和面层施工质量控制。

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  • And pointing out three factors which influence the stress and service life, they are poling condition of pavement structure, the interface and the rigidity difference between layers.

    指出路面结构支撑条件、界面条件和层间刚度差是影响路面结构受力与使用寿命的三要素。

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  • The FBG sensors were embedded in a Beijing freeway, and two 3D-sensor groups were placed in middle and bottom layers of bituminous concrete pavement to capture 3D strain information.

    在北京某高速公路埋设了光纤光栅传感器以开展应变研究,两组三维传感器组分别被布设于沥青路面的中、下面层以获取各层位内的三维应变信息。

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  • The model took into account the actual temperature of asphalt pavement structure layers (temperature changes as the structure depth increases) and creep effects of asphalt concrete.

    该有限元模型考虑了路面结构层的实际温度状况(温度随着深度的增加而变化)和沥青混凝土的蠕变效应。

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  • LIANG Chun-yu. Test Study of 30# Hard Grade Asphalt Used for Mid or Lower Surface Layers of Asphalt Pavement[D]. Chuangchun:Jilin University, 2007.

    梁春雨。30#硬质沥青用于沥青路面中下面层的试验研究[D]。长春:吉林大学, 2007。

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  • LIANG Chun-yu. Test Study of 30# Hard Grade Asphalt Used for Mid or Lower Surface Layers of Asphalt Pavement[D]. Chuangchun:Jilin University, 2007.

    梁春雨。30#硬质沥青用于沥青路面中下面层的试验研究[D]。长春:吉林大学, 2007。

    youdao

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