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Analysis of the pavement layer moduli is determined from a back-calculation of falling weight deflectometer data and the measured stiffness moduli of asphalt layer cores,then the pavement response is calculated using a theoretical model,measured response compared to theoretical values.

中文摘要:分析落锤式弯沉仪的弯沉数据得到的路面层模量与实测的沥青层芯样劲度模量,然后利用理论的模型计算路面响应,比较测量和理论计算的值。

According to the testing deflection basins measured using Falling Weight Deflectometer of semi-rigid pavement on the experiment pavement, the structure layer moduli of asphalt pavement is backcalculated according to the principle of system identification method.

利用落锤式弯沉仪在实验路段的实测弯沉数据,采用系统识别方法对沥青路面结构层模量进行了反算,进而分析了沥青路面弯沉及反算模量与其代表温度之间的相关关系,并建立了相应的温度修正公式。

At the same time, the evaluations of pavement performance with FWD are researched based on the backcalculation results. We also analyse the mathematical basic of the solvability conditions for inverse problems, the dynamic problems of pavement and the dynamic backcalculation of subgrade modulus of PFWD (Portable Falling Weight Deflectometer).

同时,采用模量反算结果进行了FWD评价路面性能的应用研究,分析了反问题有解存在的数学基础,探讨了路面动力分析问题,并对PFWD的路基模量动力反算问题进行了研究。

To the engineering problem of nondestructive testing and evaluation for rigid pavement and airfield pavement, an efficient and reliable numerical procedure for back calculating material properties of multiple slabs on multi-layered foundation through the data measured from insitu falling weight deflectometer tests is presented.

本文针对应用落锤式弯沉仪评价刚性路面和机场道面这一工程实际问题,根据刚性路面力学模型,提出了层状非均质地基及其与多块板相互作用和反分析的有效方法。

Analysis of the pavement layer moduli is determined from a back-calculation of falling weight deflectometer data and the measured stiffness moduli of asphalt layer cores, then the pavement response is calculated using a theoretical model, measured response compared to theoretical values.

陈少幸 ,张肖宁,孟书涛,徐全亮分析落锤式弯沉仪的弯沉数据得到的路面层模量与实测的沥青层芯样劲度模量,然后利用理论的模型计算路面响应,比较测量和理论计算的值。

Fatigue cracking is one of the major modes of premature distresses in asphalt pavements. Cracks of asphalt pavements start as microcracks and later propagate, densify, and coalesce due to repeated traffic loading or low temperature thermal stresses or combinations of both to form macrocracks, and result in structural distresses of asphalt pavements.

疲劳开裂是沥青路面主要的早期破损形式之一,由于交通荷载和低温应力的反复作用,沥青路面中的微裂纹不断扩展、增密并贯穿连通形成宏观裂纹,导致。。。

The simulation example of SMA-13 shows that real road surface texture has the nearly same fractal dimensions with corresponding FIF curve and the application of FIF method in erose curve simulation is feasible.

通过对分形插值函数构成算法和纵向压缩因子取值方法的研究,给出了基于分形插值函数的路断面构造模拟方法和MATLAB语言编制的模拟流程图;对SMA-13马歇尔试件断面构造的拟合分析表明,实际路面断面构造和分形插值曲线在精度范围内具有一致的分维数,说明分形插值方法对路面断面构造等不规则曲线的拟合具有良好的适用性。

Pouring cement-asphah composite is generally described as an open-graded asphalt concrete mixture filled with cement grouts which is a unique combination of asphalt and cement concrete ma- tetials in the same layer.

灌注式水泥-沥青混合料是一种在开级配的沥青混合料中填充水泥胶浆而形成的,兼具沥青路面和水泥混凝土路面特点的复合材料。

The article introduces the improvement of traditional jointcutting technology of cement concrete pavement and the application of inequally spaced skew contraction joint in the construction of cement concrete pavement .

介绍对传统的水泥砼路面切缝技术进行了改进,采用不等距斜缩缝技术,并在水泥砼路面施工中的应用。

In particular, traffic accident, asphalt pavement damage and poor antiskid performance appears to be prominent in the areas of high temperature and rainfall. Thus,It is of great realistic significance to ensure traffic safety and reduce damage in steep road by evaluate accident rates effectively, to design an inerrable structure of asphalt pavement to , to enhance the antiskid performance and the durability of that in asphalt pavement.

在南方高温多雨气候和景区园道陡坡急弯组合情况下,如何保障景区园道交通安全、合理设计防推移破坏的陡坡路段沥青路面结构和材料、提高沥青路面抗滑和抗滑耐久性,对于保障南方景区园道沥青路面的交通安全和道路质量均具有很现实的意义。

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