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环形冻结温度场演化规律影响因素研究

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隧道盾构进出洞冻结工程多采用环形冻结设计.基于冻结温度场控制方程,建立二维精细化数值计算模型,研究导热系数、初始地温等关键参数对环形冻结温度场的影响规律.研究表明,随着地层导热系数的增加,冻结壁交圈时间相应缩短;而当初始地温上升时,则会导致冻结壁交圈时间呈线性增长趋势;在本试验条件下,地层温度每升高 10℃,冻结壁交圈时间约延长 3.5d.研究结果为冻结设计提供参考.
Research on the influencing factors of the evolutionary patterns of circular freezing temperature fields
The tunnel shield tunneling entrance and exit freezing project frequently utilizes a circular freezing design.To investigate the impact of key parameters,such as thermal conductivity and initial ground temperature,on the temperature field of the circular freezing process,a two-dimensional re-fined numerical calculation model was developed based on the governing equations for the freezing temperature field.This was followed by comprehensive numerical simulation studies.The duration re-quired to complete a freeze cycle decreases with an increase in soil thermal conductivity;conversely,it extends linearly with rising ground temperatures.Under the conditions of this experiment,for every 10℃ increase in ground temperature,the freeze cycle time is extended by approximately 3.5 days.The findings from this research provide valuable insights for considerations related to freezing design.

subwayfrozentemperature fieldevolutionary patternsnumerical analysis

郭长弓、高伟

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上海轨道交通十八号线发展有限公司,上海 200235

北京中煤矿山工程有限公司,北京 100013

矿山深井建设技术国家工程研究中心,北京 100013

地铁 冻结 温度场 演化规律 数值分析

2024

建井技术
煤炭科学研究部院

建井技术

影响因子:0.85
ISSN:1002-6029
年,卷(期):2024.45(5)