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The main theorem of this paper is to, firstly, on the grounds of experience preliminarily estimate the parameter of the pavement nonlinear model, simulate the process with computer procedure, and check the result with the data collected in sit, then set the aim function and the superiority back-calculation method, if the function is not satisfied, it is to the method adjust the parameter and make the model impend the actuality, If the function is satisfied, it is to end the process, and record the stress, deformation, displacement and the parameter as the actual condition.

本文分析的主要原理:首先根据经验,初估路面结构层应力应变非线性参数,利用计算机程序模拟承载板试验测回弹弯沉的过程,通过现场实测的弯沉数据来检核该模拟过程的真实性,设定目标函数,选定适当的优化反算方法,当目标函数不满足时,即利用该优化反算方法调整本构模型参数,使得模型能够逐步向真实解逼近,当目标函数得到满足时,则认为此时反算得到的路面结构层的应力、应变、位移场为真实的应力、应变、位移场,所推算得到的非线性应力应变模型为真实的路面结构层应力应变模型。

Gray stystem theroy is a new way of thinking and methods about the quality management and control by transfer theroy and probability distribution theroy controling means in the pavement smoothness construction control. Acoording to actual state, different constructors could erect homologous pavement structrue smoothness interlamination transfer models using transfer theroy, and carry out pavement smoothness construction control, it comes to obvious effect in actual application.

本文通过施工过程中的平整度传递和概率分布规律,利用灰色理论对路面平整度的质量管理和控制提出了新的方法和思路:根据工程实际情况利用传递规律的原理建立相应的路面结构平整度层间传递模型,并据此对路面平整度的施工进行控制,对施工平整度的控制起到指导作用。

Based on some studies at home and abroad, with analysis on water damage in pavement, design method of subsurface drainage system is discussed in this paper, and the major technical performance indexes is introduced too. Through much theoretical analysis of laboratory experiments, mechanism properties and composition design method of porous cement-treated macadam is obtained.

本文在参考国内外研究成果的基础上,通过分析路面水损害机理,探讨了路面内部排水系统的设计方法,介绍了路面内部排水系统的主要技术性能指标,结合室内试验分析,探讨了多孔隙水泥稳定碎石材料性能和组成设计方法。

There are great differences between the axle load used in the pavement design and the load moving at the actual pavement. The difference affects the degree of pavement damage due to axle load and the pavement life.

路面上实际行驶的车辆其荷载的大小与路面设计时所采用的理论值有一定的偏差,偏差的大小直接影响车辆对路面的损害程度和路面的使用寿命。

The road characteristics were determined by the comparison of the estimated road adhesion coefficient and the characteristics of the regular road surface conditions.

该方法在典型路面特性的基础上,将估计的路面附着系数与典型路面的特性进行比较,并给出路面的状态。

In order to illustrate the accuracy and effectiveness of the approach, two simulations of straight line braking were conducted on split and tessellated road surfaces, respectively.

最后在直线制动工况下模拟了该路面状态识别方法在分离路面和组合路面上的可靠性和有效性。

The load fatigue stress coefficient used in the load stress calculation for the porous concrete as undersurface of the cement concrete pavement were derived.

根据疲劳方程提出了以多孔混凝土作为水泥混凝土路面下面层应力计算的荷载疲劳应力系数,沥青路面基层层底拉应力验算的抗拉强度结构系数,建立了进行路面结构设计的轴载换算模型。

AK-13A anti-slip layer not only improve stability,wearproof and permanent of pavement,extend usage life of pavement,but also improve anti-slip function of pavement,so that increase driving safety and comfort,greatly decrease the frequency of traffic accident,and bring about enormous economical and social benefit.

不仅增加了路面的稳定性、耐磨性、永久性,延长了路面的使用年限,而且提高了路面的平整度和抗滑能力,从而增加了行车安全性、舒适性,还大大减少事故的发生频率,其所带来的经济效益和社会效益难以估量。

For the complex road situation,Shanghai Municipal Engineering Institute linked the actual cases of tunnel,the common road surface concrete construction process was changed,to make road surface concrete leverl degree,rough degree and strength as well as wearproof all reached to the requirements of emergency repair,and finished 2,800m2 road surface repair work.

针对复杂路况,上海市市政工程研究所结合隧道的实际情况,改变一般路面混凝土的施工工艺,使路面混凝土的平整度、精糙度、强度及耐磨性均达到了应急抢修的要求,完成了2800平方米的路面抢修任务。

SBS modified asphaltic concrete roads has the predominant capability than other traditional asphaltic roads and other modified asphaltic roads .

SBS改性沥青混凝土路面由于具有其他传统沥青路面和其他改性沥青路面无法比拟的优越性能,目前已得到了公路工程界的广泛关注和高度重视。

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