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NON-CONTACT, NON-DESTRUCTIVE PAVEMENT PROFILE, TEXTURE AND DEFLECTION MEASUREMENTS.

机译:非接触,非破坏性路面轮廓,纹理和挠度测量。

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摘要

A non-contact, non-destructive method is described that allows the user to measure pavement texture and loaded and unloaded profiles from a moving vehicle.; The device uses laser distance measuring gages. The gages are arranged such that their readings can be interpreted to give the loaded and unloaded pavement profiles and a measure of its texture. Four gages are mounted on a rigid beam that, in turn, is mounted on the side of a load vehicle. The gages read the distance to the pavement. Three of the gages are located outside the range of influence of the load wheel, and hence the pavement below these gages is undeflected. One of the gages is adjacent to the load wheel to measure the induced deflection. An algorithm is presented that relates all measurements to a common datum.; The three gages yield readings that are interpreted to give the profile (do the surveying). The gages make so many readings and so quickly, that the standard deviation of the readings, taken over a short time period, gives a measure of the texture.; A prototype device was constructed and tested. The results were: (1) Pavement profiles were calculated using the new system. These compare favorably, though not completely, with the transit surveys. (2) Standard deviations were recorded. These readings were taken over concrete, asphalt and porous friction surface pavements. Differences were noted between the textures of concrete (smooth) and asphalt (rough) pavements. No correlation between this measure and standard measures was made. (3) The deflections caused by prototype loads were measured and recorded. This was done from the load vehicle, while the vehicle was moving across a pavement at the U. S. Army Corps of Engineers Waterways Experiment Station, in Vicksburg, Mississippi. The scheme for obtaining the resulting deflections is descibed in detail. An algorithm for accomodating the misalignment of the laser gages on the rigid beam is also presented.; Suggestions are offered for improving the system.
机译:描述了一种非接触,非破坏性的方法,该方法允许用户测量路面纹理以及行驶中的车辆的已加载和未加载轮廓。该设备使用激光测距仪。量规的排列方式应使它们的读数能够被解释,以给出已加载和未加载的路面轮廓以及其质地的度量。四个量规安装在刚性梁上,而刚性梁又安装在装载车辆的侧面。量具读取到人行道的距离。其中三个量规位于负载轮影响范围之外,因此这些量规下方的人行道不会发生偏转。量规之一靠近负载轮以测量引起的偏转。提出了一种将所有测量值与一个公共基准相关联的算法。这三个量具产生的读数可以解释为轮廓(进行测量)。量具读数如此之快且如此之快,以至于在短时间内获得的读数的标准偏差给出了质地的度量。原型设备已构建并经过测试。结果是:(1)使用新系统计算了路面轮廓。与过境调查相比,这些比较(尽管不是完全)有利。 (2)记录标准偏差。这些读数取自混凝土,沥青和多孔摩擦表面路面。注意到混凝土(光滑)和沥青(粗糙)路面的质地之间存在差异。该措施与标准措施之间没有相关性。 (3)测量并记录了原型载荷引起的挠度。这是通过装载车完成的,当时该车正在密西西比州维克斯堡的美国陆军工程兵航道实验站的人行道上行驶。详细描述了用于获得结果偏转的方案。还提出了一种解决激光计在刚性光束上未对准的算法。提供了改进系统的建议。

著录项

  • 作者

    ELTON, DAVID JOHN.;

  • 作者单位

    Purdue University.;

  • 授予单位 Purdue University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 1982
  • 页码 183 p.
  • 总页数 183
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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