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青藏高原永久冻土区隧道施工新技术
引用本文:张德华,王梦恕. 青藏高原永久冻土区隧道施工新技术[J]. 岩石力学与工程学报, 2004, 23(24): 4234-4237
作者姓名:张德华  王梦恕
作者单位:1. 北京交通大学隧道试验与研究中心,北京,100044;太原理工大学建筑与环境工程学院,太原,030024
2. 北京交通大学隧道试验与研究中心,北京,100044
摘    要:结合正在修建的青藏高原风火山隧道的安全、优质施工技术,对高原永久冻土区隧道在严寒缺氧条件下的开挖、支护、衬砌、防排水、通风和机械化配套等施工新技术进行了总结,可为类似条件下的冻土隧道修建提供技术指导。

关 键 词:隧道工程 青藏高原 永久冻土 施工技术
文章编号:1000-6915(2004)24-4234-04
收稿时间:2004-03-30
修稿时间:2004-04-19

NEW TECHNOLOGY FOR TUNNELING IN PERMAFROST IN QINGHAI-TIBET PLATEAU
Zhang Dehua,,Wang Mengshu. NEW TECHNOLOGY FOR TUNNELING IN PERMAFROST IN QINGHAI-TIBET PLATEAU[J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(24): 4234-4237
Authors:Zhang Dehua    Wang Mengshu
Affiliation:Zhang Dehua1,2,Wang Mengshu1
Abstract:Great challenges have been encountered in the construction of Fenghuoshan tunnel due to its chilly climatic and plateau conditions,which consist of the following:how to construct the tunnel without harm to frozen soils,how to employ special techniques to adapt to the absence of oxygen in the plateau,and how to avoid the frost heaving in frozen soils. Accordingly,a series of techniques have been adopted to overcome these difficulties, which include a heat insulation layer between the lining and initial supporting of the tunnel,an intact waterproof and drainage system,and special construction technique for concrete at low temperature to alleviate the frost damage. Owing to these techniques,the Fenghuoshan tunnel has been successfully constructed .
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