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季节性冻土与铁塔桩基础相互作用有限元分析

he Analysis of Finite Element about the Interaction between Seasonal Frozen Soil and Tower Pile Foundation

中文摘要英文摘要

在北方冻土地区,低温条件下地基会发生冻胀,土的冻胀是影响基础稳定性的关键因素,通过有限元软件ABAQUS,对乌兰浩特-白城500kV新建输电线路工程桩基础受冻胀影响进行热应力耦合数值分析,计算出季节性冻土的温度场,桩基础的应力场和应变场。分析桩基础的受力规律。通过验证,证明所提出的有限元模型及相关参数, 可以结合有限元计算软件,分析其在外界荷载作用下桩-土间的作用效果。?

In the northern frozen-soil region,the heaving soil's low temperature is the key factor that impacts the stability of foundation. This paper makes the heat-stress coupled numerical analysis on the cold expansion effect of the pile foundation to the Ulanhot-Baicheng 500kV transmission line engineering by finite element software ABAQUS. Firstly, the seasonal frozen soil's temperature field should be calculated. Then, the temperature value acting as the temperature model's initial condition is put into the structure model for computation, which can help to get the pile foundation's stress field and strain field. The results show that, the stress state of pile-frozen soil under external load can be reflected accurately through the finite element model and the related parameters proposed, along with the finite element software.

赵迪、甘凤林

水工结构工程基础科学工程设计、工程测绘

输电线路桩基础冻土有限元

transmission linespile foundationfrozen-soilfinite element

赵迪,甘凤林.季节性冻土与铁塔桩基础相互作用有限元分析[EB/OL].(2015-02-12)[2025-08-18].http://www.paper.edu.cn/releasepaper/content/201502-152.点此复制

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