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风热水力耦合作用下风流对隧道冻胀力的影响研究

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寒区隧道围岩冻胀对衬砌结构产生附加荷载,危害着衬砌结构的安全性、耐久性,冷风流作用下寒区隧道热-水-力耦合机理尚不明确,研究其对隧道冻胀力的影响具有重要的理论意义.基于冻融圈层整体冻胀理论,建立考虑风流与衬砌的换热特性、热-水-力的相互作用与冻胀变形的正交各向异性的多场耦合模型.结合青山沙隧道现场实测冻结深度与冻胀力值,利用COMSOL Multiphysics有限元软件验证了该模型的可靠性.采用单因素分析法,讨论了风流持续时间、风流湿度、风流速度、风流温度对青山沙隧道冻胀力的影响规律,并对该4个因素进行了敏感性评价.研究结果表明:不均匀传热导致冻结深度不一,冻胀力分布不均;冻结深度计算结果中,仰拱最大,拱顶其次,拱脚最小;冻胀力计算结果中,拱脚冻胀力最大,拱顶其次,仰拱最小.随着风流持续时间、湿度、速度的增大与温度的降低,拱脚、拱顶冻胀力均随之变大,仰拱冻胀力增减情况受变形释放的应力影响较大,但三者冻胀力增大率呈现拱脚最大,拱顶次之,仰拱最小的趋势;控制风流持续时间,保持风流干燥、低速、非负温,可以有效减少冻胀力.冻胀力影响因素敏感性呈现"风流持续时间>风流温度>风流速度>风流湿度"的结果.研究结果可为寒区隧道的保温防冻措施设置提供理论依据.
Influence of airflow on the frost heaving force in tunnels under windy-thermo-hydro-mechanical coupling
The frost heave of the surrounding rock in cold region tunnels adds additional load to the lining structure,compromising its safety and durability.However,the coupled thermo-hydro-mechanical mechanism under cold airflow in cold region tunnels remains unclear,so studying its influence on the tunnel frost heaving force has important theoretical significance.Based on the overall frost heaving theory of freeze-thaw layers,a multi-field coupling model considering the heat exchange characteristics of airflow and lining,thermo-hydro-mechanical interaction,and orthogonal anisotropy of frost heaving deformation was established.Combined with the field measured freezing depth and frost heaving force values of the Qingshansha Tunnel,the model's reliability was verified using COMSOL Multiphysics finite element software.By using the single factor analysis method,the influence of airflow duration,humidity,velocity,and temperature on the frost heaving force of Qingshansha Tunnel was discussed,and sensitivity evaluations of these four factors were conducted.The results demonstrate that uneven heat transfer leads to different freezing depths and uneven distribution of frost heaving forces;in the freezing depth calculation results,the maximum is at the inverted arch,followed by the arch crown,and the minimum at the arch foot;in the frost heaving force calculation results,the maximum is at the arch foot,followed by the arch crown,and the minimum at the inverted arch.With the increase in airflow duration,humidity,velocity,and the decrease in temperature,the frost heaving forces at the arch foot and arch crown increase,while the frost heaving force at the inverted arch is greatly affected by the stress release of deformation.However,the increase rates of frost heaving forces for the three positions show a trend of arch foot being the largest,arch crown next,and inverted arch the smallest.Controlling the duration of airflow,maintaining dry,low-speed,and non-negative temperature airflow can effectively reduce the frost heaving force.The sensitivity of factors affecting the frost heaving force is in the order of"airflow duration>airflow temperature>airflow velocity>airflow humidity".The research findings offer a theoretical foundation for implementing insulation and anti-freezing strategies for tunnels in cold regions.

tunnel engineeringwindy-thermo-hydro-mechanical couplingairflowfrost heaving forceorthotropic frost heaving

刘文俊、凌同华、谭嘉诺、江永志、刘贤俊

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长沙理工大学 土木工程学院,湖南 长沙 410114

怀化学院 后勤基建处,湖南 怀化 418000

隧道工程 风热水力耦合 风流 冻胀力 正交各向异性冻胀

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(12)