摘要
为了研究多年冻土区隧道温度场的分布情况,文章以高海拔的青藏铁路风火山隧道为背景,利用有限元软件,考虑当地气温随时间变化等影响因素,对该寒区隧道温度场分布进行反演,将计算结果与现场实测数据进行比较,两者结果基本一致,说明利用该数值分析方法进行反演,能够得到可靠的计算结果。同时利用该模型对某寒区隧道断面的围岩温度场分布情况进行了预测,得到了隧道围岩受洞内气温的影响深度,可为类似多年冻土区隧道建设及相关领域的研究提供借鉴。
In order to study the tunnel surround rock temperature field in cold region, the numerical simulation model is established, considering the influence factors of temperature change based on the Huofengshan tunnel located in the Qinghai-Tibet plateau. The tunnel surround rock temperature field is inversed and the result of numerical simulation is compared with the field test data. Two results are basically identical to prove that the numerical simulation in the paper is reliable. Then,for a tunnel in cold region,the tunnel surround rock temperature field is predicted by the method, obtaining the affected depth of surrounding rock by the temperature in tunnel. It can provide reference for related research of tunnels in permafrost regions.
引文
[1]杨旭.季节性冻土区隧道温度场分析与预测[D].兰州:兰州交通大学,2012.YANG Xu. Analysis and Prediction of Tunnel Temperature Field in Seasonal Frozen Soil Area[D]. Lanzhou:Lanzhou Jiaotong University,2012.
[2]谭贤君.高海拔寒区隧道冻胀机理及其保温技术研究[D].武汉:中国科学院岩土力学研究所,2010.TAN Xianjun. Research on Frost Heave Mechanism and Thermal Insulation Technology of High Altitude Cold Zone Tunnel[D].Wuhan:Institute of Geotechnical Mechanics,Chinese Academy of Sciences,2011.
[3]何春雄,吴紫汪,等.严寒地区隧道围岩冻融状态分析的导热与对流换热模型[J].中国科学,1999,29(S1):1-7.HE Chunxiong,WU Ziwang,et al. Thermal and Convective Heat Transfer Models for Analysis of Surrounding Rock Freezing and Thawing Conditions in Severe Cold Regions[J]. Chinese Science, 1999,29(S1):1-7.
[4]白国权.高海拔严寒地区隧道温度场分布规律及衬砌冻胀力数值模拟研究[D].成都:西南交通大学,2006.BAI Guoquan. Numerical Simulation of Tunnel Temperature Field Distribution and Lining Frost Heave Force in High Altitude and Cold Regions[D]. Chengdu:Southwest Jiaotong University,2006.
[5]夏才初,张国柱,等.考虑衬砌和隔热层的寒区隧道温度场解析解[J].岩石力学与工程学报,2010,29(9):1767-1773.XIA Caichu,ZHANG Guozhu,et al. Analytical Solution of Temperature Field in Cold Zone Tunnel Considering Lining and Thermal Insulation Layer[J]. Chinese Journal of Rock Mechanics and Engineering, 2010,29(9):1767-1773.
[6]张学富,王成,等.风火山隧道空气与围岩对流换热和围岩热传导耦合问题的三维非线性分析[J].岩土工程学报,2006,27(12):1414-1420.ZHANG Xuefu,WANG Cheng, et al. Three-dimensional Nonlinear Analysis of Convective Heat Transfer and Surrounding Rock Heat Transfer Coupling Between Air and Surrounding Rock in Fenghuoshan Tunnel[J]. Chinese Journal of Geotechnical Engineering,2016,27(12):1414-1420.
[7]晏启祥,何川,等.寒区隧道温度场及保温隔热层研究[J].四川大学学报(工程科学版),2005,37(3):24-27.YANG Qixiang,HE Chuan,et al. Study on Temperature Field and Thermal Insulation Layer of Cold Tunnel[J]. Journal of Sichuan University(Engineering Science),2005,37(3):24-27.
[8] BANSAL N K,SODHA M S,et al. Performance of Earth Air Tunnels[J]. International Journal of Energy Research, 1983,7(4):333-345.
[9]黄双林.青藏铁路风火山隧道设计难点探讨[J].铁道工程学报,2008,25(8):45-49.HUANG Shuanglin. Discussion on Difficulties in Design of Fenghuoshan Tunnel on Qinghai-Tibet Railway[J]. Journal of Railway Engineering Society,2008,25(8):45-49.
[10]胡增辉,李晓昭,等.隧道围岩温度场分布的数值分析及预测[J].地下空间与工程学报,2009,(5):867-872.HU Zenghui,LI Xiaozhao,et al. Analysis and Prediction of the Temperature Distribution around Tunnels[J. Chinese Journal of Underground Space and Engineering,2009,(5):867-872.
[11]何春雄.寒区隧道工程多年冻土形成条件及预报模式研究[R].兰州:中国科学院兰州冰川冻土研究所,1998.HE Chunxiong. Study on the Formation Conditions and Prediction Model of Permafrost in Tunnel Engineering in Cold Area[R].Lanzhou:Postdoctoral Dissertation of Lanzhou Institute of Glaciology and Geocryology, Chinese Academy of Sciences, 1998.