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寒区隧道衬砌渗水挂冰试验研究

Experimental Study of Water Seepage and Ice Hanging on Tunnel Lining in Cold Regions

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为揭示寒区隧道衬砌渗水挂冰发育规律,研制出一套模拟地表水补给条件下寒区隧道衬砌渗水挂冰发育的模型试验装置,实时监测渗水断面围岩温度和挂冰发育过程;采用Image-J软件测量挂冰图像截面积和线性回归分析方法分析挂冰发育过程,研究不同风速和围岩初始温度条件下渗水点围岩温度和挂冰堵塞率演变规律.结果表明:1)挂冰开始发育时刻,随着风速的增大和围岩初始温度的升高,渗水点围岩临界温度逐渐升高;渗水点围岩温度随冷却时间逐渐降低,近似呈对数函数关系;风速越小、围岩初始温度越高,平均降温速率越慢,挂冰发育持续时间越长;当风速分别为 0.6 m/s和 1.2 m/s时,由于渗水断面围岩冻结圈的形成和衬砌内壁冰体封堵渗水点导致衬砌挂冰停止发育.2)挂冰堵塞率与时间近似呈线性关系,风速越小、围岩初始温度越高,挂冰开始发育的时间越晚,冻害严重程度越高,而紧急程度越低.
A model test device is developed to simulate water seepage and ice formation on tunnel linings in cold regions based on surface water supply conditions.This device allows real-time monitoring of the surrounding rock's temperature and the ice formation process on leak sections.Furthermore,Image-J software measures the cross-sectional area of ice,and linear regression analysis is used to analyze the ice development process.The authors examine distribution of temperature of the surrounding rock at the leakage point and the evolution of ice blockage rate under different wind speeds and initial rock temperatures.Following are the findings from the study:(1)At the beginning of ice formation on the lining,increased wind speed and initial rock temperature leads to higher critical temperature at the leakage point.The temperature of the surrounding rock at this point gradually decreases with cooling time,following a logarithmic distribution.Low wind speeds and high initial temperatures result in slow average cooling rate and prolonged ice formation.At wind speeds of 0.6 and 1.2 m/s,the frozen circles form in the surrounding rock,and the inner wall ice eventually seals the leakage section,respectively,halting further ice development.(2)The ice blockage rate on the lining correlates linearly with time.Low wind speeds and high initial temperatures delay the onset of ice formation,increase frost damage severity,and reduce urgency.

tunnels in cold regionslining seepage and ice hangingmodel testsurrounding rock temperature fieldice hanging and limit intrusion

刘洪义、张学富、邱凯驰、周凡轶、刘欣、宋佳益

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重庆交通大学未来土木科技研究院,重庆 400074

重庆交通大学土木工程学院,重庆 400074

重庆三峡学院土木工程学院,重庆 404100

寒区隧道 衬砌渗水挂冰 模型试验 围岩温度场 挂冰侵限

国家自然科学基金项目重庆交通大学研究生科研创新项目

U22682152022S0009

2024

隧道建设(中英文)
中铁隧道集团有限公司洛阳科学技术研究所

隧道建设(中英文)

CSTPCD北大核心
影响因子:0.785
ISSN:2096-4498
年,卷(期):2024.44(9)