考虑风的康定2号隧道围岩温度场数值研究

Pub Date : 2022-10-01 DOI:10.1016/j.rcar.2022.12.005
Hui Liu , ZongXin Feng , GengShe Yang , Long Jin , JinJie Yu
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引用次数: 0

摘要

以康定隧道2号工程为例,采用有限差分法分析了风作用下隧道围岩与空气的热交换。研究了寒冷地区隧道通风和初始条件等因素对隧道温度场的影响。结果表明:1)气温越低,风速越大,岩体温度影响圈越大,冻结深度越大;2)风速小于3 m/s时,风速变化对岩体温度影响明显;3)气温每下降5℃,冻结深度增加约5 m,说明气温是影响岩体温度状态的重要因素;4)初始岩体温度越高,对岩体的影响圈越小。在一定程度上,它决定了距离围岩一定范围内的温度分布。
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Numerical study on surrounding rock mass temperature field of Kangding tunnel no. 2 considering wind flow

Based on the Kangding Tunnel No. 2 project, this study analyzes the heat exchange between air and the rock mass surrounding the tunnel under wind flow by the finite difference method. The influence of factors on the temperature field of a tunnel in cold regions, including ventilation and initial conditions, is investigated. The results show that: 1) The lower the air temperature, the greater the wind speed, the larger the rock mass temperature influence circle and the greater the frozen depth; 2) When the wind speed is less than 3 m/s, its change has an obvious impact on the rock mass temperature; 3) For every drop of 5 °C in air temperature, the frozen depth increases by about 5 m, indicating that the air temperature is an essential factor affecting the rock mass temperature regime; 4) The higher the initial rock mass temperature is, the smaller the influence circle on the rock mass is. And to a certain extent, it determines the temperature distribution in the rock mass within a specific range from the wall surface.

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