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The feasibility of neural network application to asphalt concrete pavement performance forecast is set forth. Three main environmental factors-traffic, rainfall, temperature, which can lead to the direct change of pavement performance are used as the input layer of neural network. The performance indexes of asphaltum concrete pavement, i.e. dilapidation rate, smoothness, deflection, friction coefficient are used as output layer. The relation between environment factor and pavement performance is acquired by introducing the module of BP Neural Network in MATLAB.

阐述了应用BP神经网络进行沥青混凝土路面使用性能预测的可行性,以环境因素,即交通量、降雨量、温度等3个直接使路面性能发生变化的主要因素作为BP神经网络的输入层,以沥青混凝土路面的破损率、平整度、弯沉值、摩擦系数等4项性能指标作为输出层,采用MATLAB语言中的BP神经网络模块进行自学习,得出环境因素与路面使用性能之间的关系。

The full length of this road is 5721 meters, including six turning points and twelve upright curve, according to the requirement of the letter of assignment, we should fulfill the missions as follows: Route plane design, route vertical section design, roadbed design, road surface framework design (asphaltum road surface and concrete road surface) as well as selecting one kilometer for road surface drainage design, route transect design together with cubic meter of earth and stone.

此公路全线5721米,共设有六个转点,十二个竖曲线,根据设计任务书的要求,本次设计将要完成以下任务:路线平面设计,路线纵断面设计,路基设计,路面结构设计(沥青路面和水泥混凝土路面)以及选取一公里的路线进行路面排水设计,路线横断面设计,并进行土石方的调配。

Three main environmental factors——traffic,rainfall,temperature,which can lead to the direct change of pavement performance are used as the input layer of neural network.The performance indexes of asphaltum concrete pavement,i.e.dilapidation rate,smoothness,deflection,friction coefficient are used as output layer.The relation between environment factor and pavement performance is acquired by introducing the module of BP Neural Network in MATLAB.

阐述了应用BP神经网络进行沥青混凝土路面使用性能预测的可行性,以环境因素,即交通量、降雨量、温度等3个直接使路面性能发生变化的主要因素作为BP神经网络的输入层,以沥青混凝土路面的破损率、平整度、弯沉值、摩擦系数等4项性能指标作为输出层,采用MATLAB语言中的BP神经网络模块进行自学习,得出环境因素与路面使用性能之间的关系。

In this paper, permeable concrete pavement research background and significance, in view of the definition of permeable concrete pavement, characteristics and a brief overview of classification, and water permeability of concrete and its surface structure analysis, and then proceed with the design, the final list were permeable concrete pavement of a number of advantages, and applications are discussed and research, thereby found that there are problems and give solutions, and ultimately come to the conclusion and outlook.

本文阐述了透水性混凝土路面的研究背景和意义,针对透水性混凝土路面的定义、特点以及分类进行了简要概述,并对透水性混凝土及其路面构造进行了分析,然后进行配合比设计,最后分别列举了透水性混凝土路面的多项优点,并对其应用前景进行了探讨和研究,从而发现存在问题并给出解决方法,最终得出结论并进行展望。

Then, based on temperature prediction program and field study of the temperature on early-age characteristics of PCCP, and early-age temperature impact on the PCCP early and long-term performance and finally provide temperature on early-age of PCCP control methods and measures, detailedness as follows: 1、According to early-age of PCCP characteristics of heat exchange, Determine the the optimal models of factors of PCCP early-age temperature impacted.

本文首先基于有限差分数值分析研究了水泥混凝土路面早龄期温度场的预估方法;然后基于程序和现场试验研究了水泥混凝土路面早龄期温度场特征、早龄期温度场对路面早期和长期性能的影响,最后研究提出了改善路面性能的早龄期温度控制方法和措施。

In this dissertation, two methods were adopted to build dynamics model for vehicle ride comfort analysis: one is eight freedom vehicle ride comfort differential equation model in which lateral movement of driver and vehicle body was considered. Combined with time domain model of random road input, we got the driver and vehicles moving displacement.

本文采用两种方法建立了车辆平顺性分析的动力学模型:8自由度车辆平顺性分析的微分方程模型,考虑了驾驶员和车体的侧倾,结合随机路面激励的时域模型,在B级路面输入条件下,进行了时域仿真求解,得到车辆和驾驶员在汽车坐标系中各个方位上随时间历程的运动位移;利用ADAMS软件建立的福田小卡汽车,共计596个自由度的三维实体整车虚拟汽车模型,全面地考虑了影响平顺性的各种因素,然后通过对路面功率谱的变换生成适合于ADAMS/Tire的路面文件,实现了整车虚拟样机在随机输入激励下,车辆振动模型的时域仿真求解。

In this dissertation, two methods were adopted to build dynamics model for vehicle ride comfort analysis: one is eight freedom vehicle ride comfort differential equation model in which lateral movement of driver and vehicle body was considered. Combined with time domain model of random road input, we got the driver and vehicle's moving displacement. The other method, we built a Forland truck virtual prototyping using ADAMS, it is a 3D machine model, totally with 596 freedom degrees, every factor that influences the vehicle ride comfort was considered, finally complete the time domain simulation on random road input.

本文采用两种方法建立了车辆平顺性分析的动力学模型:8自由度车辆平顺性分析的微分方程模型,考虑了驾驶员和车体的侧倾,结合随机路面激励的时域模型,在B级路面输入条件下,进行了时域仿真求解,得到车辆和驾驶员在汽车坐标系中各个方位上随时间历程的运动位移;利用ADAMS软件建立的福田小卡汽车,共计596个自由度的三维实体整车虚拟汽车模型,全面地考虑了影响平顺性的各种因素,然后通过对路面功率谱的变换生成适合于ADAMS/Tire的路面文件,实现了整车虚拟样机在随机输入激励下,车辆振动模型的时域仿真求解。

St. Aidan's Uniting Church in Claremont is the location of an amazing labyrinth-style paving design by Hocking Planning and Architecture, using Midland Brick Pilbara Iron and Autumn Glow clay pavers, along with Charcoal tactile cautional masonry pavers and Charcoal and Pewter Decorstone masonry pavers.

克莱尔曼圣埃旦教堂是由霍金筹划与建筑院设计的迷宫式路面铺砌方式,使用了米兰德制砖公司的啤酒灰和金秋黄粘土路面砖以及木炭石路面砖、木炭白蜡石路面砖。

Thirdly, with FEM analysis software ANSYS, this paper has fulfilled appropriate pavement FEM models. Selecting right loading locations and parameters, this paper has simulated contact behaviors of limited dimension cement concrete pavement with joints afterwards. The mechanics response results and load transfer ability results of matchboard joints have obtained and the effect of reinforcing steel bars has gained too.

3利用大型通用有限元分析软件ANSYS,建立合理的路面模型,选择合适的荷载位置和荷载参数,模拟有限尺寸设接缝水泥混凝土路面的接触行为,得到水泥混凝土路面的力学性能和接缝传荷能力等结果,并考虑了有无钢筋对路面性能的影响。

Thin elastic foundation of cement concrete pavement design theory, in-depth analysis is to arrive at the grass-roots non-uniform bearing broken concrete pavement panels, gnawing edge, the wrong units, as well as the main reason for structural damage produced by taking certain measures to improve the concrete between the road surface and the grass-roots support conditions, and improve durability of the cement concrete pavement and stability.

面层与基层之间存在脱空现象和不均匀支承的状况,致使水泥混凝土路面的承载力下降。期刊文章分类查询,尽在期刊图书馆通过水泥混凝土路面弹性地基薄板的设计理论,深入分析得出基层的不均匀支承是水泥混凝土路面断板、啃边、错台、以及产生结构性破坏的主要原因,通过采取一定措施改善砼路面面层与基层之间支撑条件,提高了水泥混凝土路面的耐久性和稳定性。

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