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Coupled Numerical Analysis of Variations in the Capacity of Driven Energy Piles in Clay

机译:黏土中动力桩承载力变化的耦合数值分析

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Energy piles are an emerging alternative for the reduction of energy consumption to heat and cool buildings. Most of the research to date has focused on thermodynamic properties or axial and radial stress and strain of piles. This paper focuses on the effects of temperature fluctuation on the capacity of driven energy piles in clayey soils. Consolidation of clay surrounding driven piles affects the pile capacity (i.e., set up in clay). The heating and cooling periods of energy piles can create the excess pore-water pressure (EPWP, u_e) or relax the existing one (e.g., due to pile driving or previous thermal loads) in clayey soils (due to the contraction and expansion of water) affecting the pile capacity. In the meantime, the thermal expansion and contraction of the pile also generate or relax the EPWP in the soil, which can be computed using the cavity-expansion theory. This paper studies the resulting changes in the pile capacity due to the daily and seasonal thermal cycles. The results show that thermal cycles in an energy pile can cause a decrease in the pile capacity leading to a delay in reaching the capacity after a complete clay set up.
机译:能源堆是减少建筑物供热和制冷能耗的新兴选择。迄今为止,大多数研究都集中在桩的热力学性质或轴向和径向应力与应变上。本文重点研究温度波动对黏性土壤中驱动能量桩承载力的影响。围绕驱动桩的粘土固结会影响桩的承载能力(即在粘土中固结)。能量桩的加热和冷却时间会在粘土质土壤中产生多余的孔隙水压力(EPWP,u_e)或松弛现有的孔隙水压力(例如,由于打桩或先前的热负荷)(由于水的收缩和膨胀) )影响桩的容量。同时,桩的热膨胀和收缩也会在土壤中产生或松弛EPWP,这可以使用空腔膨胀理论来计算。本文研究了由于每日和季节性热循环而导致的桩容量变化。结果表明,能量桩中的热循环会导致桩容量的减少,从而导致在完全黏土固化后达到桩容量的延迟。

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