Thermo-mechanical Properties of Pipe Energy Pile under Cycle Temperature Load

车平; 黄旭; 孔纲强

doi:10.13409/j.cnki.jdpme.2019.04.016

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Thermo-mechanical Properties of Pipe Energy Pile under Cycle Temperature Load

更新时间：2025-12-11

- Thermo-mechanical Properties of Pipe Energy Pile under Cycle Temperature Load
- Vol. 39, Issue 4, Pages: 651-657(2019)
- 作者机构：
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- DOI：10.13409/j.cnki.jdpme.2019.04.016
  CLC： U473.1;TU83
- Published：2019
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[1]车平,黄旭,孔纲强.循环温度荷载下管式能量桩荷载传递机理研究[J].防灾减灾工程学报,2019,39(04):651-657.

车平, 黄旭, 孔纲强. Thermo-mechanical Properties of Pipe Energy Pile under Cycle Temperature Load[J]. 2019, 39(4): 651-657.
[1]车平,黄旭,孔纲强.循环温度荷载下管式能量桩荷载传递机理研究[J].防灾减灾工程学报,2019,39(04):651-657. DOI： 10.13409/j.cnki.jdpme.2019.04.016.

车平, 黄旭, 孔纲强. Thermo-mechanical Properties of Pipe Energy Pile under Cycle Temperature Load[J]. 2019, 39(4): 651-657. DOI： 10.13409/j.cnki.jdpme.2019.04.016.

摘要

基于模型试验方法

开展加热（制冷）工作模式下

实心和管式能量桩的热响应测试研究;分析多次加热/制冷循环作用下两种能量桩的热力耦合特性

实测桩顶位移、桩身应变、以及桩侧摩阻力等变化规律

并对实际运行过程中实心和管式能量桩的承载特性进行初步讨论。研究结果表明

相同直径的管式能量桩换热效率高于实心能量桩

管式能量桩对加热循环的热响应要高于实心能量桩;多次循环后

能量桩桩顶产生塑性沉降、桩身产生微小的塑性应变

桩侧摩阻力值增加。

Abstract

Based on model test method

the thermal response of two kinds of precast reinforced concrete piles

the solid energy pile and hollow energy pile

was carried out under thermal cycling loads.The thermal-mechanical coupling behavior of energy piles under multiple heating cycles was analyzed.Displacement of pile head

strain and the lateral friction resistance were measured during the cycling period.The bearing capacity and shear friction of solid and hollow energy piles were studied.It shows that the hollow energy pile has higher heat transfer efficiency than the solid energy pile with same diameter.Faster responses to the thermal loads were also observed on hollow energy piles.Plastic settlement appeared after multiple heating and plastic strain was also observed on the piles.The lateral friction resistance of energy piles increased with thermal cycles

and the hollow energy pile has a faster response of lateral resistance than solid energy pile.

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references

摩擦型能源桩荷载–温度现场联合测试与承载性状分析 [J]. 路宏伟,蒋刚,王昊,洪鑫,史春乐,龚红卫,刘伟庆. 岩土工程学报 . 2017(02)

Pressure-controlled elliptical cavity expansion under anisotropic initial stress: Elastic solution and its application [J]. ZHOU Hang,KONG GangQiang,LIU HanLong. Science China（Technological Sciences） . 2016(07)

U型、W型和螺旋型埋管形式能量桩热力学特性对比模型试验 [J]. 刘汉龙,王成龙,孔纲强,吴迪. 岩土力学 . 2016(S1)

能源桩温度分布的试验与数值研究 [J]. 李翔宇,郭红仙,程晓辉. 土木工程学报 . 2016(04)

循环温度场作用下PCC能量桩热力学特性模型试验研究 [J]. 黄旭,孔纲强,刘汉龙,吴宏伟. 岩土力学 . 2015(03)

能源桩换热过程中结构响应原位试验研究 [J]. 桂树强,程晓辉. 岩土工程学报 . 2014(06)

能量桩工程应用研究进展及PCC能量桩技术开发 [J]. 刘汉龙,孔纲强,吴宏伟. 岩土工程学报 . 2014(01)

一种PCC能量桩及制作方法 [P]. 刘汉龙,丁选明,孔纲强,吴宏伟,陈育民. 中国专利:CN102808405A,

Investigation of potential dragdown/uplift effects on energy piles [J] . John S. McCartney,Kyle D. Murphy. Geomechanics for Energy and the Environment . 2017

On the understanding of cyclic interaction mechanisms in an energy pile group [J] . M.E. Suryatriyastuti,S. Burlon,H. Mroueh. Int. J. Numer. Anal. Meth. Geomech. . 2016 (1)

Numerical modelling of thermal regimes in steel energy pile foundations: A case study [J] . E. Hassani Nezhad Gashti,V.-M. Uotinen,K. Kujala. Energy & Buildings . 2014

A load transfer approach for studying the cyclic behavior of thermo-active piles [J] . M.E. Suryatriyastuti,H. Mroueh,S. Burlon. Computers and Geotechnics . 2014

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