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Flexible Pavement Response under Dynamic Wheel Loads- A CPATT Full-Scale Instrumented Test Road Study

机译:动态车轮载荷下的柔性路面响应-CPATT全面的仪表化测试道路研究

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In 2000, the Centre for Pavement and Transportation Technology (CPATT) commissioned a two lane test track in southern Ontario that is subjected to a climate with seasonal freeze/thaw events. In 2002, sensors and a remote access data acquisition system were installed at the test track to measure and record asphaltic concrete pavement environmental and traffic load associated responses. In 2006, a series of controlled loading tests were performed to investigate pavement dynamic response due to a variety of wheel and tire pressure loading conditions. The paper describes the CPATT test site, the field instrumentation program, and the state-of-the-art remote access data acquisition systems. It also describes the 2006 field test program and presents typical sensor data for asphalt strain gauges and total pressure cells. Field data is then used to determine wheel wander impacts on sensor readings and temperature effect on measured asphalt longitudinal strains. Testing found that 16 cm of wheel wander can reduce asphalt longitudinal strain by 36 percent, and that daily temperature fluctuations can result in a 200 percent increase in asphalt longitudinal strain.
机译:2000年,路面和运输技术中心(CPATT)在安大略南部试行了一条两车道的试验跑道,该跑道受到季节性冻融天气的影响。 2002年,在测试跑道上安装了传感器和远程访问数据采集系统,以测量和记录沥青混凝土路面的环境和交通负荷相关响应。 2006年,进行了一系列的受控载荷测试,以研究由于各种车轮和轮胎压力载荷条件而引起的路面动力响应。本文介绍了CPATT测试现场,现场仪器程序以及最新的远程访问数据采集系统。它还描述了2006年的现场测试程序,并介绍了沥青应变仪和总压力传感器的典型传感器数据。然后使用现场数据确定车轮漂移对传感器读数的影响以及温度对测得的沥青纵向应变的影响。测试发现16 cm的车轮漂移可将沥青纵向应变降低36%,并且每天的温度波动可导致沥青纵向应变增加200%。

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