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新疆西天山深埋隧道热害预测评价

Evaluation on the Thermal Damage Prediction of the Deeply Buried Tunnel in the West Tianshan of Xinjiang

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【作者】 李翊嘉; 乔国文; 李治财; 乔宇; 康小兵;

【Author】 LI Yijia;QIAO Guowen;LI Zhicai;QIAO Yu;KANG Xiaobing;College of Environment and Civil Engineering, Chengdu University of Technology;Xinjiang Transportation Planning Survey and Design Institute Co., Ltd.;

【通讯作者】 康小兵;

【机构】 成都理工大学环境与土木工程学院; 新疆交通规划勘察设计研究院有限公司;

【摘要】 为研究西天山地区长大深埋隧道工程中的高地温热害问题,以G219线新疆昭苏至温宿段西天山深埋隧道为研究对象,通过区域地热地质条件分析,结合ANSYS有限元模拟计算软件中的Thermal模块进行隧道温度场模拟研究,对隧道高温热害区段进行预测评价。结果显示:1)西天山地区最大地温梯度约为2.4℃/100 m; 2)隧址区地温分布与隧道埋深存在正相关关系,一般埋深越大,温度越高,但在断层区域由于断裂构造的导热作用存在温度异常的现象;3)西天山隧道洞身最高温度43.52℃,存在高地温热害问题,Ⅲ级以上热害段落约3 390 m,约占隧道总长的21.6%。

【Abstract】 In order to study the problem of high ground temperature heat damage in west Tianshan deep-buried long tunnel projects, this paper takes the west Tianshan deep-buried tunnel in the Zhaosu to Wensu section of the G219 line in Xinjiang as the research object. By analyzing the regional geothermal geological conditions and using the Thermal module in ANSYS finite element simulation software, the high-temperature heat hazard section of the tunnel is predicted and evaluated. The results indicate that: 1) The maximum ground temperature gradient in the west Tianshan area is about 2.4 ℃/100 m; 2) There is a positive correlation between the ground temperature distribution in the tunnel area and the tunnel burial depth. Generally, the greater the burial depth, the higher the temperature, but there is abnormal temperature phenomenon in the fault area, due to the heat conduction effect of the fault structure; 3) The highest temperature of the west Tianshan tunnel is 43.52 ℃, which will encounter with high ground temperature heat damage. The heat hazard section above Grade Ⅲ is about 3390 m long, accounting for 21.6% of the total length of the tunnel.

【基金】 新疆交通规划勘察设计研究院有限公司科研项目(KY2023030701)
  • 【文献出处】 公路交通技术 ,Technology of Highway and Transport , 编辑部邮箱 ,2025年03期
  • 【分类号】U459.2;U458
  • 【下载频次】10
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