从数据库构建、属性数据库和空间数据库、路面使用性能评价模型等方面比较详细地介绍了路面管理系统。
Pavement management system was described in detail from the establishment of database, attribute database, spatial database, evaluation model of pavement performance and so on.
本文就高等级公路沥青路面养护质量评价指标体系与评价指标模型进行了研究。
The research is focused on maintenance quality evaluation index system and model of high-type asphalt concrete pavement.
借助于虚拟试验场技术建立了用于车内噪声评价的整车刚弹耦合模型、声固耦合车身模型和不平路面模型。
Rigid-Elastic Coupled Model of full vehicle, Acoustical-Structure Interaction Model of car body and Irregularity model of road are built using the technique of Virtual Proving Ground.
以横向裂缝、坑槽、车辙的破损率作为因素，建立了西北地区高速公路沥青路面的路况评价模型。
A pavement condition evaluation model is established for the expressway in Northwest area, taking the damage rates of transverse cracking, potholes and rutting as main considering factors.
研究了基于烦恼率模型的振动舒适性评价方法，得到了车辆系统在受到路面随机激励时的烦恼率模型，进一步对振动引起的不满人数进行定量评估。
Also an evaluation method of vibration comfort based on annoyance rate is proposed, the annoyance rate model of a vehicle system subjected to random excitations is obtained.
对西临高速公路调查数据进行了较深入的分析与评价，并对路面使用性能建立了预测模型。
A deep analysis and evaluation has been done on investigation data of Xiin Expressway and an estimate mod - el on pavement performance has been established.
将建立的高等级公路沥青路面养护质量评价模型用于试验路段的评价，取得了较好的效果。
The models are used in the maintenance quality evaluation for expressway and are proved to be reasonable.
通过对路面使用性能的分析，对适用于公路的路面性能测试手段、评价方法和评价标准进行研究，建立了合理的路面使用性能评价模型。
The follow is the main content of the paper: 1 Research on the test means, evaluate method and standard of the pavement performance, the reasonable evaluate model is established.
为了评价机械化路面器材对车辆安全通行的保障能力，根据箱式路面器材的结构和受力特点进行结构简化，探讨铰接箱式路面体系与土壤相互作用模型。
To predict the trafficability of pin-jointed box road equipments, the main structures of pin-jointed box road equipments and the corresponding terramechanics behavior were discussed.
为了评价机械化路面器材对车辆安全通行的保障能力，根据箱式路面器材的结构和受力特点进行结构简化，探讨铰接箱式路面体系与土壤相互作用模型。
To predict the trafficability of pin-jointed box road equipments, the main structures of pin-jointed box road equipments and the corresponding terramechanics behavior were discussed.
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