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Coupled Numerical Analysis of Variations in the Capacity of an Energy Pile in Clay Soil

机译:黏土中能量桩承载力变化的耦合数值分析

摘要

Energy piles are an emerging alternative for the reduction of energy consumption to heat and cool buildings. The majority of the research to date focuses on thermodynamic properties or axial strain of piles. This paper concerns the effects of temperature fluctuation on the capacity of driven energy piles in clayey soils. Consolidation of clay (due to the dissipation of excess pore-water pressure in clay) surrounding piles affects the capacity of the pile (pile setup in clay). Reciprocally, it is reasonable to assume that heating and cooling periods will create or relax the excess pore-water pressure (EPWP) 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 generates or relaxes the EPWP in the soil, which can be computed using the principle of cavity expansion theory. The resulting change in the EPWP due to the thermal cycle happens through day and night and is much faster than the drainage time required by the clay. This lack of time for dissipation of EPWP affects the effective stress and, hence, the capacity of the pile.Hence, there is a need for an analysis that couples: (i) consolidation of clay, (ii) thermal expansion/contraction of pile and, in turn, the resulting relaxed/generated EPWP in clay, and (iii) thermal expansion/contraction of soil and, in turn, the resulting generated/relaxed EPWP in clay computed through cavity expansion theory. Therefore, a numerical analysis model was developed to analyze the generation and dissipation of the EPWP resulting from all of these phenomena. This coupled analysis helps compute the variations of the generated EPWP and, in turn, its effect on the effective stress and, hence, pile capacity.The numerical model also supports the hypothesis that the heating effect can accelerate the pile setup in clay. This flexible model can be used to estimate the ultimate capacity of energy piles, or even evaluate the possibility of using heating through construction to expedite pile setup in clay.
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,大多数研究集中在桩的热力学性质或轴向应变上。本文关注温度波动对黏性土壤中驱动能量桩承载力的影响。桩周围的粘土固结(由于粘土中多余的孔隙水压力的消散)会影响桩的容量(粘土中的桩设置)。相应地,可以合理地假设加热和冷却时间会在粘性土壤中(由于水的收缩和膨胀)产生或放松影响桩容量的过大孔隙水压力(EPWP)。同时,桩的热膨胀和收缩也会在土壤中产生或松弛EPWP,这可以使用型腔膨胀理论原理进行计算。由于热循环而导致的EPWP的变化在白天和夜晚发生,并且比粘土所需的排水时间快得多。缺乏消散EPWP的时间会影响有效应力,从而影响桩的承载力。因此,需要进行以下分析:(i)粘土固结,(ii)桩的热膨胀/收缩依次是,粘土中产生的松弛/生成的EPWP,以及(iii)土壤的热膨胀/收缩,以及粘土中通过空腔膨胀理论计算出的生成/松弛的EPWP。因此,建立了一个数值分析模型来分析由所有这些现象引起的EPWP的产生和消散。这种耦合分析有助于计算生成的EPWP的变化,进而计算其对有效应力的影响,进而对桩的承载力产生影响。数值模型还支持以下假设:加热效应可以加速粘土中桩的建立。这种灵活的模型可以用于估计能量桩的极限容量,甚至可以评估通过施工加热来加快粘土桩设置的可能性。

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    Zimmerman Daniel Patrick;

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  • 年度 2016
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