›› 2019, Vol. 33 ›› Issue (3): 375-378.

• 工程实录 • 上一篇    下一篇

高速铁路隧道轨下结构冻胀破坏分析及检测方法研究

李 薇1,汤 华2   

  1. (1.云南交通职业技术学院,昆明 650101;2.中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉 430071)
  • 收稿日期:2018-08-20 修回日期:2018-09-10 出版日期:2019-06-20 发布日期:2019-08-16
  • 作者简介:李 薇(1979-),女,硕士,讲师,研究方向为岩土工程的现场检测及分析。

Evaluation and Testing of Freeze-Thaw Induced Subgrade Damage Under the High-Speed Rail Tunnel

LI Wei1, TANG Hua2   

  1. (1.Yunnan Jiaotong College, Kunming 650101;
    2.State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071)
  • Received:2018-08-20 Revised:2018-09-10 Online:2019-06-20 Published:2019-08-16

摘要: 我国高速铁路正处于建设高潮期和维护管理关键期,铁路安全运维至关重要。目前高速铁路的隧道工程部分或多或少的出现了一些病害和征兆,特别是季节性冻土区修建的高铁隧道由于冻胀等原因出现了类别不一、程度不等衬砌结构裂缝、脱空,仰拱渗漏和空鼓等病害表征,严重影响高速铁路安全运营。以长春至吉林城际线龙嘉机场隧道为背景,对病害类型进行了深入调查和研究,分析了病害的成因。在此基础上开展现场测试及分析,对病害的空间分布进行了讨论。研究结果表明,检测区域内筏基下积水严重,局部板块存在大面积的积水区,并有贯通的可能性。通过与现场观测进行比较,检测结果与目测裂缝、渗水等现象存在良好的一致性。

关键词: 高铁隧道, 仰拱病害, 冻胀破坏, 弹性波传播特性

Abstract: China's high-speed railway is at the critical period of the constructing of new alignments and maintenance the existing lines. The operation and maintenance of railway are of great significance. Some of the induced hazards, which might affect the safe operation of the high-speed rail lines, have been observed at the high-speed rail tunnels, especially, the seasonal freeze-thaw related hazards in the frozen soil areas. These hazards included cracks at the tunnel lining structures, spalling of concrete, seepage at tunnel crests and separation of tunnel structure and adjacent geomaterials, etc. This paper presents a hazard investigation of a tunnel near Longjia Airport at Changchun-Jilin Inter City High-Speed Rail Line. Reasons that resulting these hazards and in-situ testing and evaluation methods are discussed in the paper. The results indicate that, the ponded groundwater was accumulated underneath the mat foundation at different locations and it is possible these isolated water accumulation areas might inter-connected. The test results were consistent with the visual inspections.

Key words: High-speed Railway Tunnel, Tunnel Crest Hazards, Frost Damage, Elastic Wave Propagations