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首页> 外文期刊>Mathematical Problems in Engineering: Theory, Methods and Applications >Thermomechanical Behavior of Energy Pile Embedded in Sandy Soil
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Thermomechanical Behavior of Energy Pile Embedded in Sandy Soil

机译:含沙土中的能量桩的热机械行为

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The traditional energy pile (solid energy pile) has been implemented for decades. However, the design of different kinds of energy piles is still not well understood. In this study, a series of model tests were performed on an aluminum pipe energy pile (PEP) in dry sandy soil to investigate the thermal effects on the mechanical behaviors of pipe energy pile. The thermal responses of the PEP were also analyzed. Steady temperatures of the PEP under different working conditions were also compared with that of the solid energy pile. Different loading tests were carried out on four pipe energy piles under three different temperatures of 5, 35, and 50°C, respectively. The bearing capacity change can be interpreted through the load-displacement curves. Experiment results were also compared with the solid energy pile to evaluate bearing capacities of the PEP and the solid energy pile under different temperature conditions. The mobilized shaft resistance was also calculated and compared with the solid energy pile data and the results show that the PEP has a similar load transfer mechanism with the solid energy pile. It could also be found that, for PEPs under working load, plastic displacement would appear after a whole heating cycle.
机译:传统的能量桩(固体能量桩)已经实施了几十年。然而,不同种类的能量桩的设计仍然不太了解。在这项研究中,在干沙土中的铝管能量桩(PEP)上进行了一系列模型试验,以研究管道能量桩的机械行为的热效应。还分析了PEP的热反应。还与固体能量桩相比,在不同的工作条件下PEP的稳定温度与固体能量桩相比。在四个不同温度的四个管道能量桩下分别在5,35和50° c的三个不同温度下进行不同的装载测试。轴承容量变化可以通过负载 - 位移曲线来解释。还与实验结果与固体能量桩进行比较,以评估在不同温度条件下PEP和固体能量桩的承载能力。还计算了动员的轴电阻并与固体能量桩数据进行比较,结果表明,PEP具有与固体能量桩的类似负载转移机构。还可以发现,对于在工作负载下的PEP,塑料位移将在整个加热循环之后出现。

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