ISSN 2096-4498
CN 44-1745/U
ISSN 2096-4498
CN 44-1745/U
Research on Unfavorable Geological Condition Prediction and Rock Mass Deformation In Tunnel Section with Water Inflow
Received date: 2012-11-20
Revised date: 2013-01-07
Online published: 2013-03-23
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 waterinflow 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 waterinflow 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 waterinflow is brought into effective control.
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
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