ISSN 2096-4498

   CN 44-1745/U

二维码

Research on Unfavorable Geological Condition Prediction and Rock  Mass Deformation In Tunnel Section with Water Inflow

  • FANG Jianhua ,
  • GAN Penglu ,
  • LIN Tingsong
Expand
  • (1. Hangzhou Branch of China Railway Tunnel Group Co., Ltd., Hangzhou 310030, Zhejiang, China; 2. Research Center of Coastal and Urban Geotechnical Engineering, Zhejiang University, Hangzhou 310058, Zhejiang, China; 3. Hangzhou Main Supervision Station of Construction Quality and Safety, Hangzhou 310005, Zhejiang, China)

Received date: 2012-11-20

  Revised date: 2013-01-07

  Online published: 2013-03-23

Abstract

Collapse may occur to if water inflow occurs during tunneling. In such case, the excavation should be stopped and the geological conditions and rock mass deformation in the waterinflow section should be predicted. Water inflow occurs near the exit of the right tube of Dakuishan tunnel. Ground penetrating radar (GPR) is used to predict the geological conditions of the waterinflow tunnel section. Analysis is made on the predicted geological conditions and the measured deformation data. The geological prediction results show that there is a confined water aquifer 2.5m below the tunnel floor and there is a huge cavity behind the tunnel lining. The deformation monitoring results show that the rock mass deformation exceeds 50 mm, which is higher than the limit value specified in relevant standards. Countermeasures, including concrete backfilling, advance grouting and steel rib installing, are taken on basis of the prediction results. In the end, the deformation of the tunnel section with waterinflow is brought into effective control.

Cite this article

FANG Jianhua , GAN Penglu , LIN Tingsong . Research on Unfavorable Geological Condition Prediction and Rock  Mass Deformation In Tunnel Section with Water Inflow[J]. Tunnel Construction, 2013 , 33(3) : 203 -208 . DOI: 10.3973/j.issn.1672-741X.2013.03.006

Outlines

/

〈 〉