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In Situ Matric Suction and Moisture Content Measurements in Expansive Clay during Seasonal Fluctuations

机译:季节性波动期间膨胀粘土的原位基质吸力和水分含量测量

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In the design of flexible pavements using the mechanistic-empirical pavement design guide (MEPDG), water flow analyses are used to predict changes in the mechanical behavior of unsaturated subgrade soils. However, the water flow analyses in the MEPDG are not well validated using field measurements of moisture content and matric suction with time. A research study was initiated to measure the variation in matric suction and moisture content in an expansive soil during seasonal fluctuations. Specifically, a thermal conductivity-based suction sensor was fully evaluated and calibrated in the laboratory and was later installed with moisture sensors at different sites in Texas. This paper presents a summary of field measurements of matric suctions and moisture contents from a site in Houston. Comparisons of field measurements of matric suctions are compared with those interpreted from the soil water characteristic curve using field moisture content measurements, and a decent match was obtained up to matric suctions close to 800 kPa.
机译:在使用机械-经验路面设计指南(MEPDG)设计柔性路面时,水流分析用于预测非饱和路基土的力学行为的变化。然而,MEPDG中的水流分析无法通过现场测量水分含量和基质吸力随时间的变化得到很好的验证。开始了一项研究研究,以测量季节性波动期间膨胀土壤中基质吸力和水分含量的变化。具体而言,在实验室中对基于导热率的吸力传感器进行了全面评估和校准,随后在德克萨斯州的不同地点安装了湿度传感器。本文总结了休斯敦某地的矩阵吸力和水分含量的现场测量结果。使用田间水分含量测量结果,将基质吸料的实地测量结果与根据土壤水特征曲线解释的结果进行比较,并获得了接近800 kPa的基质吸量的良好匹配。

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