(1. School of Civil Engineering,Southwest Jiaotong University,Chengdu,Sichuan 610031,China;2. School of Civil Engineering,Shijiazhuang Tiedao University,Shijiazhuang,Hebei 050043,China;3. China Railway Eryuan Engineering Group Co.,Ltd.,Chengdu,Sichuan 610031,China;4. China Railway Jian an Engineering Design Institute Co.,Ltd., Shijiazhuang,Hebei 050043,China)
As of now,to some extent most of existing thermal insulation measures are dependent of experiences in absence of relevant technical support,typically involving serious issue associated with frost damage of tunnel structure. To predict frost damage of tunnel,by surveying 156 tunnels subject to frost damage,we found the tunnels in cold region can be preliminarily classified into two groups:the tunnel at high latitude as well as the tunnel at high altitude. According to both of the average temperature in the coldest month and the frozen depth,tunnels were further subdivided into 5 sub-regions where thermal insulation and drainage technologies of tunnel were discussed. Probing into the results reveals that the method of thermal insulation layer is well applicable to the region where the average temperature in the coldest month ranges from -5℃ to -15℃. For region with average temperature in the coldest month below -15 ℃,other active insulation measures should employed at the section where surface temperature of the secondary lining exposes below -15℃. When the surface temperature of secondary lining rises to 0℃,thermal insulation ditch and central deep drain together with cold protection drain tunnel can be ignored. Moreover,combining drainage technology outside the tunnel and insulation measures is capable of helping facilitate ideal drainage effect in these observed scenarios. Finally,this paper concludes that the prevention principle of frost damage for tunnel in cold region is:“construction quality is the foundation;drainage is the core,and insulation is the key,the interaction of which should be considered simultaneously for a specific tunnel”.
张文达. 寒区铁路隧道冻害机理及整治技术研究[硕士学位论文][D]. 北京:中国铁道科学研究院,2015.(ZHANG Wenda. Study on the free-zing damage mechanism and control technology of the railway tunnel in cold region[M. S. Thesis][D]. Beijing:China Academy of Railway Sciences,2015.(in Chinese))
[2]
董玉辉. 高海拔寒区高速铁路隧道施工及抗防冻技术研究[硕士学位论文][D]. 成都:西南交通大学,2014.(DONG Yuhui. Research of construction technology about high speed railway tunnel located high altitude co-ld regions[M. S. Thesis][D]. Chengdu:Southwest Jiaotong University,2014.(in Chinese))
[3]
叶秀玺. 寒区隧道冻害防治技术研究[硕士学位论文][D]. 西安:长安大学,2010.(YE Xiuxi. Research on technique of preventing frost dam-age in tunnel at cold area[M. S. Thesis][D]. Xi¢an:Chang¢an University,2010.(in Chinese))
[4]
陈建勋. 隧道冻害防治技术的研究[硕士学位论文][D]. 西安:长安大学,2004.(CHENJianxun. Research on the prevention of frost damage in tunnels[M. S. Thesis][D]. Xi¢an:Chang¢an University,2004.(in Chinese))
[5]
晏懿波. 寒区隧道抗防冻机理及防治措施研究[硕士学位论文][D].成都:西南交通大学,2013.(AN Yibo. The research on antifreezing mechanism and antifreezing measures in cold regional tunnels[M. S. Thesis][D]. Chengdu:Southwest Jiaotong University,2013.(in Chinese))
[6]
汤国璋. 多年冻土隧道开挖稳定性及其渗漏水特征分析[博士学位论文][D]. 长沙:中南大学,2005.(TANG Guozhang. Analysis of excavating stability and water seepage feature of tunnel in permafrost region[Ph. D. Thesis][D]. Changsha:Central South University,2005.(in Chinese))
[7]
王余富. 寒区公路隧道温度场特征研究[硕士学位论文][D]. 西安:长安大学,2006.(WANG Yufu. Research onthe temperature field of tunnel built in cold area[M. S. Thesis][D]. Xi¢an:Chang¢an University,2006.(in Chinese))
[8]
孙文昊. 寒区特长公路隧道抗防冻对策研究[硕士学位论文][D]. 成都:西南交通大学,2005.(SUN Wenhao. Study on frostresisting and antifreezing strategies of extra-long highway tunnel in cold area[M. S. Thesis][D]. Chengdu:Southwest Jiaotong University,2005.(in Chinese))
[9]
吴楚钢. 新疆天山地区高速公路隧道防冻技术研究[硕士学位论文][D]. 重庆:重庆交通大学,2010.(WU Chugang. Study on antifreezing technology of highway tunnel in Xinjiang Tianshan area[M. S. Thesis][D]. Chongqing:Chongqing Jiaotong University,2010.(in Chinese) )
[10]
罗彦斌,陈建勋,王梦恕. 隧道冻害等级划分[J]. 北京工业大学学报,2010,36(4):458-462.(LUO Yanbin,CHEN Jianxun,WANG Mengshu. Classification of frost damage grads in tunnel[J]. Journal Beijing University of Technology,2010,36(4):458-462.(in Chinese))
[11]
罗彦斌,陈建勋,王梦恕,等. 基于事件树理论的既有隧道冻害等级划分体系[J]. 长安大学学报,2011,31(6):60-65.(LUO Yanbin,CHEN Jianxun,WANG Mengshu,et al. Grade divisionsystem of existing tunnel¢s freeze injury based on event tree theory[J]. Journal of Chang¢an University,2011,31(6):60-65.(in Chinese) )
[12]
孙 兵. 寒区隧道冻害等级及其设防等级研究[J]. 铁道标准设计,2012,26(4):88-92.(SUN Bing. Study on freezing damage and prevention classification of tunnel in cold region[J]. Railway Standard Design,2012,26(4):88-92.(in Chinese))
朱永全,贾晓云,张雪雁. 高海拔、高寒区、冻土隧道洞内施工环境控制技术[J]. 岩土力学,2006,27(12):2 177-2 180.(ZHU Yongquan,JIA Xiaoyun,ZHANG Xueyan. Circumstances controlling technology of high altitude tunnel during construction in permafrost regions[J]. Rock and Soil Mechanics,2006,27(12):2 177-2 180.(in Chinese))
[15]
陈建勋,罗彦斌. 寒冷地区隧道防冻隔温层厚度计算方法[J]. 交通运输工程学报,2007,7(2):76-79.(CHEN Jianxun,LUO Yanbin. Calculationmethod of ant freezing layer thickness in cold region tunnel[J]. Journal of Traffic and Transportation Engineering,2007,7(2):76-79.(in Chinese))
[16]
邓 刚. 高海拔寒区隧道防冻害设计问题[博士学位论文][D]. 成都:西南交通大学,2012.(DENG Gang. Investigationof frost protection design for tunnels in high altitude cold regions[Ph. D. Thesis][D]. Chengdu:Southwest Jiaotong University,2012.(in Chinese))