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马奇杰, 周超. 非对称循环温度荷载下2×2能源群桩倾斜性状离心机试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230678
引用本文: 马奇杰, 周超. 非对称循环温度荷载下2×2能源群桩倾斜性状离心机试验研究[J]. 岩土工程学报. DOI: 10.11779/CJGE20230678
Centrifuge investigation on the inclination of 2×2 energy pile group subjected to non-symmetrical cyclic thermal loading[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230678
Citation: Centrifuge investigation on the inclination of 2×2 energy pile group subjected to non-symmetrical cyclic thermal loading[J]. Chinese Journal of Geotechnical Engineering. DOI: 10.11779/CJGE20230678

非对称循环温度荷载下2×2能源群桩倾斜性状离心机试验研究

Centrifuge investigation on the inclination of 2×2 energy pile group subjected to non-symmetrical cyclic thermal loading

  • 摘要: 在能源桩地源热泵系统运行过程中,能源群桩基础可能产生非对称温度分布,导致基础倾斜,对其正常使用构成不利影响因素。本研究通过离心机试验,量化了砂土中2×2能源群桩在非对称循环温度荷载下的倾斜变形,试验在恒定竖向荷载下施加15个幅值为10 ?C的双向循环温度荷载,共开展10个试验,研究了群桩基础中能源桩非对称布置形式、竖向荷载大小以及筏板-土体相互作用对基础倾斜的影响。结果表明:非对称循环温度荷载导致基础倾斜不断累积并逐渐趋于稳定,在正常竖向荷载作用下(安全系数2.0),基础累积倾斜约1.8‰,小于规范限值2.5‰,群桩发生轴力重分布,最大轴力增加约40%初始值;随着竖向荷载的增加,基础累积倾斜有可能超过2.5‰。非对称循环温度荷载所导致群桩基础倾斜在设计中应予以考虑。

     

    Abstract: During the operation of energy pile-based ground source heat pump systems, the energy piles can experience non-symmetrical temperature changes, resulting in pile group inclination. This can affect its serviceability unfavourably. By conducting centrifuge tests, this study quantified the inclination of 2×2 energy pile groups in sand induced by non-symmetrical cyclic thermal loading. During each test, 15 two-way thermal cycles with an amplitude of 10 ?C were applied while maintaining a constant vertical load. A total of 10 tests were carried out to evaluate the effects of energy pile distribution within the group, magnitude of vertical load, and raft-soil interaction on the pile group inclination. The results showed that the pile group inclination accumulated with thermal cycles at a reducing rate. Under normal vertical load (FoS = 2.0), the accumulated inclination was about 1.8‰, less than 2.5‰ as specified by the design code. Axial load redistribution occurred with a maximum increase of about 40% of the initial value. As the vertical load increased, the accumulated inclination could exceed 2.5‰. The pile group inclination induced by non-symmetrical cyclic thermal loading should be well considered at the design stage.

     

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