In-site health monitoring of cement concrete pavements based on optical fiber sensing technology

Huaping Wang , Yibin Wu , Cong Chen , Yanxin Guo
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Abstract

Premature stress of cement concrete pavements is the coupled action of construction technique, structural material and environmental action. It is quite difficult to accurately get the actual stress distribution merely based on the theoretical or simulation analysis. Therefore, in-situ health monitoring is particularly significant to obtain the stress or strain information for the assessment on structural performance of cement concrete pavements. To contribute this topic, different kinds of FBG based sensors have been specially designed to measure the temperature, pressure and deformation in cement concrete pavements. A relatively long-term monitoring has been conducted to collect the effective data after the solidification of the pavement lasts for about 15 ​d. Data analysis indicates that the temperature variation inside the pavement was very stable, with maximum amplitude smaller than 2.25 °C in Sep. 2020. The longitudinal, transverse and vertical deformations of the pavement behaved in non-uniform distribution, and partial measuring points suffered from large tensile force. The concrete course had better deformation resistance than that of the soil base, and local interfacial micro void defects existed in the soil base. The preliminary results can help to understand the actual structural performance of cement concrete pavements based on the optical fiber sensing system.

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基于光纤传感技术的水泥混凝土路面现场健康监测
水泥混凝土路面的早期应力是施工技术、结构材料和环境作用的共同作用。仅仅基于理论或模拟分析很难准确地得到实际的应力分布。因此,现场健康监测对于获取水泥混凝土路面结构性能评估的应力或应变信息具有特别重要的意义。为了促进这一主题,专门设计了不同类型的基于FBG的传感器来测量水泥混凝土路面的温度、压力和变形。为了收集路面固化约15天后的有效数据,已经进行了相对长期的监测​d.数据分析表明,路面内部温度变化非常稳定,2020年9月最大振幅小于2.25°C。路面的纵向、横向和垂直变形呈不均匀分布,局部测点受到较大的拉力。混凝土层比土质基层具有更好的抗变形性能,且土质基层存在局部界面微孔隙缺陷。初步结果有助于了解基于光纤传感系统的水泥混凝土路面的实际结构性能。
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