首页> 外文期刊>Journal of geotechnical and geoenvironmental engineering >Thermal and Thermomechanical Performance of Energy Piles with Double U-Loop and Spiral Loop Heat Exchangers
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Thermal and Thermomechanical Performance of Energy Piles with Double U-Loop and Spiral Loop Heat Exchangers

机译:双U形和螺旋环式换热器的能量堆的热和热机械性能

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This study investigates the thermal and thermomechanical behavior of two energy piles with either double U-loop or spiral loop heat exchanger configurations. The piles were installed in a sandstone formation, and a heating-recovery-cooling-recovery cycle was applied to the piles. In both piles, the shaft resistance evaluated from the measured axial-strain distributions was greater in the heating mode than that in the cooling mode. In the heating model, radial expansion was detected. The radial stress at the pile-soil interface increased due to the high stiffness of the sandstone, which in turn increased the shaft friction. In the cooling stage, the radial contraction of the pile was measured, which in turn decreased the radial stress at the pile-soil interface. The amount of pile contraction was similar to the thermally induced free contraction, and consequently large pile settlement was measured at the top of the pile during cooling. The normalized heat-transfer rate shows similar thermal efficiency between heating and cooling, indicating the heat transfer was not much affected by the radial expansion and contract of the piles. (C) 2019 American Society of Civil Engineers.
机译:这项研究调查了具有双U形回路或螺旋形回路热交换器配置的两个能量堆的热力学和热力学行为。将桩安装在砂岩地层中,并对桩进行加热-恢复-冷却-恢复循环。在两个桩中,根据测量的轴向应变分布评估的轴阻力在加热模式下大于在冷却模式下。在加热模型中,检测到径向膨胀。由于砂岩的高刚度,桩-土界面处的径向应力增加,这反过来又增加了轴的摩擦力。在冷却阶段,测量桩的径向收缩,从而减小桩-土界面处的径向应力。桩的收缩量类似于热诱导的自由收缩,因此在冷却过程中在桩的顶部测量到大的桩沉降。归一化的传热速率在加热和冷却之间显示出相似的热效率,表明传热不受桩的径向膨胀和收缩的影响。 (C)2019美国土木工程师学会。

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