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Image analysis based on coarse aggregate shape and morphology assessment has been of recent research efforts to successfully indices to results from manual testing methods as well 3 as to pavement response and performance. The objective of this study is to to observes the moves of coarse aggregate of stone mastic asphalt and dense asphalt concrete by using image analysis technique.To establish the model of coarse aggregate moving behavior and asphalt pavement rutting.

本研究计画由载重过程,以影像处理分析技术观察SMA 级配及密级配粗粒料移动轨迹变化,以定量描述SMA 级配粗粒料构架形成机制、抗车辙能力成因、粗粒料材料形状组合因子偏差等影响,建立粗粒料移动轨迹与车辙量之行为模式,深入了解SMA 材料载重行为,俾供应用於公路及机场铺面能完全发挥其特性。

The order contact of skeleton is similar to that of common traffic and is suitable to be kept between 1.07 and 1.15. When adopting dynamic stability index to evaluate the high temperature performance of asphalt mixture, it is likely to stretch the work of modified asphalt and there is a discrepancy between the capacity to evaluate different gradation designs and the practical facts. In the late process of creep, stiffness module index can evaluate the high temperature performance of asphalt mixture which is relatively objective. The rutting prediction model based on this is relatively reliable.

采用车辙动稳定度指标评价沥青混合料高温性能时,可能夸大了改性沥青的作用,其对不同级配优劣的鉴别能力与实践事实间也存在一定的差异,而蠕变劲度模量指标能够较为客观地评价沥青混合料的高温稳定性能,且在此基础上建立的车辙预估模型经实践检验具有较高的可靠性。

In this paper,the affecting factors on thermal stability and rut resistance property of asphalt mixtures are discussed.Based on the wheel rutting test for different type asphalt mixtures at high temperature,gray correlation degree between each factor and dynamic stability and total plastic deformation was analyzed respectively.

本文从混合料角度分析了影响沥青混合料高温抗车辙性能的因素,并通过不同因素条件下沥青混合料高温车辙试验,分别以动稳定度和总变形量作为参考序列,对影响因素进行灰关联分析。

The analysis result shows that the rutting depth is smaller when the thickness of paved temporary road is thinner. Therefore, the geosynthetic only owned the isolative function, the rutting depth will be larger than 100mm if the subgrade without the geosynthetic material. To use the geosynthetic material is very important for the base and subbase of road.

研究结果显示;临时性道路在路基较薄时因车辙较小,地工合成材料仅具有隔离之功能,但在路基较厚时若无加劲材料则车辙可能大於100mm,因此使用地工合成材料显得相当重要。

In this paper,a simplified model on tracklayer and correlative algorithms are first introduced,then a state-of-the-art and feasible algorithm is implemented to achieve the coordinate adaption and landform adjustment after the full analysis of the different typical movement state on the treadway bridge,so the tracklayer will get through the bridge correctly in the vision simulation system.

首先介绍了视景仿真系统中车辆的简化模型和相关算法,在此基础上,对车辆以各种方式通过车辙桥的姿态进行了分析,并提出了针对车辙桥的地形匹配算法。

The high temperature field did not make tensile stress and shear stress of upslope pavement increase, but it made the flexure of surface rise.

对京珠高速公路某路段车辙病害展开现场调查,调查发现该路段严重的车辙变形,60%来源于中面层,其余。

It is found that great difference between testing results was generated by little difference of air-void in rutting specimens.

该模型可预估不同空隙率混合料在不同轮载作用次数下的车辙深度,也可对不同空隙率试件在不同轮载作用次数下的车辙深度进行转化。

In order to study the reason of flow rutting of highway asphalt pavement with serious rutting, a three-dimensional FEM model was developed.

为分析当前高速公路严重车辙路段流动性车辙的影响因素,建立了沥青路面三维有限元模型。

Through prefer the value which rutting can be permit, rutting situation of pavement is evaluate.

通过车辙限值的提出,对路面车辙状况进行了评价。

The excellent pavement performance on the rutting resistance of SMA compared with dense asphalt pavement is also observed in the field. But the shape properties and morphology of coarse aggregate and asphalt film thickness are believed contribute to affect the rutting resistance of stone mastic asphalt.

相关研究说明SMA 级配粗粒料构架具有互锁机制,有较佳之抗车辙能力及耐久性,即SMA 级配发挥抗车辙能力关键在於粗粒料构架,形成稳固强度以承受载重,惟粗粒料性质对於SMA 级配敏感度高,材料选用及品质控制稍有偏差时,反而降低SMA 沥青铺面成效甚钜。

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