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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而构建在膨胀路基上的路面通常会经历体积变形。除了在膨胀路基中引起收缩和肿胀外,水分变化还改变了土壤的弹性模量,渗透性和剪切强度,最终影响路面性能。监测路面下面的水分的实时变化可以增强对水分模式的理解,这可用于改善路面的可维护性。本文的目的是基于降水的实时监测数据开发湿度变化模型。 TX选择了Ellis County的双线状态高速公路,用于现场监测和数据采集。水分传感器安装在不同的深度,高达4.5米。发现土壤是选定地点的高塑料粘土。基于2年的监测,水分变化的幅度范围从降雨导致的现有水分含量为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开发。由于降雨事件,开发的模型可用于确定相似路面路基内的水分波动。

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