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Data Based Real Time Moisture Modeling in Unsaturated Expansive Subgrade

机译:不饱和膨胀路基中基于数据的实时水分建模

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Pavements constructed over expansive subgrade often experience volumetric deformation due to seasonal moisture fluctuation. In addition to causing shrinkage and swelling in expansive subgrade, moisture variation alters resilient modulus, permeability, and shear strength of soil, which ultimately affects pavement performance. Monitoring the real-time variation of moisture underneath pavement can enhance the understanding of moisture patterns, which can be useful in improving the serviceability of pavement. The objective of this paper is to develop moisture variation model based on real-time monitoring data due to precipitation. A two-lane state highway in Ellis County, TX was selected for field monitoring and data acquisition. Moisture sensors were installed at different depths up to 4.5 m. The soil was found to be high plastic clay in the selected site. Based on 2 years of monitoring, the amplitude of moisture variation ranged from 1 to 14% from the existing moisture content due to rainfall. Collected data were analyzed in a non-parametric environment for temporal variation to develop real-time model development. The developed model can be used to determine the moisture fluctuation within similar pavement subgrade due to rainfall events.
机译:由于季节性水分波动,在膨胀路基上建造的人行道经常会发生体积变形。水分变化不仅会导致膨胀路基收缩和膨胀,还会改变土壤的弹性模量,渗透性和剪切强度,最终影响路面性能。监测路面下方水分的实时变化可以增强对水分模式的了解,这对改善路面的可使用性很有用。本文的目的是建立基于实时降水监测数据的水分变化模型。德克萨斯州埃利斯县的一条两车道州道被选中用于现场监控和数据采集。湿度传感器安装在不超过4.5 m的不同深度处。在选定的地点发现土壤是高塑性粘土。根据2年的监测,由于降雨,水分含量的变化幅度为现有水分含量的1%至14%。在非参数环境中分析收集的数据以进行时间变化以开发实时模型。所开发的模型可用于确定由于降雨事件导致的相似路面路基内的水分波动。

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