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首页> 外文期刊>Acta Geotechnica: An International journal for Geoengineering >Experimental study on the mechanical behaviour of a heat exchanger pile using physical modelling
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Experimental study on the mechanical behaviour of a heat exchanger pile using physical modelling

机译:物理模拟换热器桩力学行为的实验研究

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This study aims to provide knowledge on the thermo-mechanical behaviour of heat exchanger piles, through a laboratory scale model. The model pile (20 mm in external diameter) was embedded in dry sand. The behaviour of the axially loaded pile under thermal cycles was investigated. After applying the axial load on the pile head, the pile temperature was varied between 5 and 30 ℃. Seven tests, corresponding to various axial loads ranging from 0 to 70 % of the pile estimated bearing capacity, were performed. The results on pile head displacement show that heating under low axial load induced heave and cooling induced settlement; the pile temperature-displacement curve was found to be reversible and compatible with the thermal expansion curve of the pile. However, at higher axial loads, irreversible settlement of the pile head was observed after a few thermal cycles. The axial load profile measured by the strain gauges evidenced that the pile head load was mainly transferred to the pile toe. Nevertheless, thermal cycles modified significantly the mobilised skin friction along the pile. The total pressure measured at various locations in the soil mass was also slightly influenced by the thermal cycles.
机译:本研究旨在通过实验室规模模型提供有关换热堆热力学行为的知识。将模型桩(外径20毫米)埋入干砂中。研究了热循环条件下轴向受力桩的行为。在桩头上施加轴向载荷后,桩温度在5到30℃之间变化。进行了七项测试,分别对应于估计桩容量的0%至70%的各种轴向载荷。桩头位移的结果表明,低轴向载荷下的加热引起起伏,冷却引起的沉降。发现桩的温度-位移曲线是可逆的,并且与桩的热膨胀曲线兼容。但是,在较高的轴向载荷下,经过几次热循环后,观察到了桩头不可逆转的沉降。应变仪测量的轴向载荷曲线表明,桩头载荷主要转移到桩头。然而,热循环显着改变了沿绒毛移动的皮肤摩擦。在土壤中各个位置测得的总压力也受到热循环的轻微影响。

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