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Injection of Structural Polymer Foam to Control Highway Frost Heave

机译:注入结构聚合物泡沫以控制高速公路的冻胀

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摘要

An innovative technique is presented to control frost heave that is rapid to perform, is easy to control and is safer than other procedures during remediation. A two part structural polymer is injected below the highway subbase to create a permanent layer of expanded structural foam that acts as an insulation layer to limit heat loss from below. Because the heat loss is less, the temperature of the subgrade remains higher which makes it less likely to freeze and heave. The results of a successful two-year study are presented. Frost heave is caused by water freezing into ice lenses in the pore space of silty soils. As the water freezes, it accumulates into ice lenses that can lift the frozen base course aggregates above it. The heave is highly variable because small variations in soil properties can make the surface of a flexible pavement irregular and dangerous on which to drive. This paper describes the application process of an expanding structural polymer and its success in mitigating the problem. Heaves in a 100 foot (30 m) long section of flexible pavement were reduced from 3 inches (75 mm) to less than one-half inch (12.5 mm) over most of the road to a level undetectable to the motorist. In-situ temperatures were measured using thermistors above and below the polymer layer and the effect of the freezing front on the measured surface heave are compared in both treated and non-treated areas.
机译:提出了一种创新技术来控制霜冻,该技术执行迅速,易于控制并且在修复过程中比其他程序更安全。将两部分结构聚合物注入高速公路底基层下方,以创建膨胀结构泡沫的永久层,该泡沫层用作隔热层以限制来自下方的热量散失。由于热量损失较少,因此路基的温度保持较高,这使其不太可能冻结和起伏。介绍了一项成功的为期两年的研究结果。冻胀是由于水冻结在粉质土壤孔隙空间的冰晶中而引起的。当水冻结时,它会积聚在冰晶中,从而将冻结的基层骨料提升到其上方。隆起变化很大,因为土壤特性的微小变化会使得柔性路面的表面不规则且危险,因此无法行驶。本文介绍了膨胀型结构聚合物的应用过程及其在缓解问题方面的成功经验。在大部分道路上,长100英尺(30 m)的柔性路面上的起伏从3英寸(75毫米)减少到不到一半英寸(12.5毫米),达到驾驶员无法检测到的水平。使用聚合物层上方和下方的热敏电阻测量原位温度,并比较处理区和未处理区的冻结锋对所测表面起伏的影响。

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